Assembly type river slope water and soil fixing structure

Abstract

The utility model discloses an assembled river slope water and soil fixing structure, include: prefabricated frame, be equipped with a plurality of fixed holes on the prefabricated frame, ecological filler set up in the inside of prefabricated frame is used for planting the vegetation of preventing water and soil loss, support net belt set up below prefabricated frame, a plurality of matching insertion rod of fixed hole is fixedly arranged on support net belt, and each insertion rod is arranged in the inside of fixed hole and is used for supporting and fixing prefabricated frame, the water and soil fixing structure of the utility model can play the supporting effect to the bottom of prefabricated frame, and the insertion rod on support net belt is connected with the fixed hole of prefabricated frame, can fast limit fixing prefabricated frame, and its installation mode is simple and convenient, is favorable for the field construction operation. In addition, support net belt can also link a plurality of prefabricated frame into an integral structure, and enhance its impact resistance.

Description

Technical Field

[0001] This utility model relates to the field of riverbank protection technology, and in particular to a prefabricated riverbank soil and water stabilization structure. Background Technology

[0002] River slopes, as crucial transitional zones connecting land and water, are directly affected by soil and water stability, impacting river ecological security, flood control and drainage capacity, and the quality of the surrounding environment. However, due to rainfall erosion, river water erosion, and gravity, river slopes are highly susceptible to soil erosion. This not only leads to thinning of the slope soil layer and topographic deformation but can also cause siltation in the riverbed, raising the riverbed and ultimately affecting the river's flood control function.

[0003] Currently, most existing riverbank soil and water stabilization measures use concrete hardening. While this can achieve strong erosion resistance in the short term, it has the following problems: First, the hardened concrete surface hinders vegetation growth and damages the ecology around the river; second, the construction period is long and the cost is high, and on-site pouring operations can easily cause secondary pollution to the river and the surrounding environment; more importantly, concrete structures are prone to cracking, hollowing, or even collapse after being impacted by water flow, making subsequent maintenance troublesome. Utility Model Content

[0004] In view of the above-mentioned defects or deficiencies in the existing technology, it is desirable to provide a prefabricated river slope soil and water conservation structure to achieve long-term and effective soil and water conservation of river slopes, and to facilitate construction and maintenance.

[0005] This utility model provides a prefabricated river slope soil and water stabilization structure, comprising: A prefabricated frame, wherein multiple fixing holes are provided on the prefabricated frame; Ecological filler material is placed inside the prefabricated frame and is used to plant vegetation to prevent soil erosion; A support mesh belt is installed below the prefabricated frame. Multiple insert rods that match the fixing holes are fixedly installed on the support mesh belt. Each insert rod is installed inside the fixing hole to support and fix the prefabricated frame.

[0006] Furthermore, an anti-sinking net is fixedly connected inside the prefabricated frame, and the ecological filler is placed above the anti-sinking net.

[0007] Furthermore, the bottom surface of the prefabricated frame is fixedly provided with multiple limiting posts, which are embedded in the ramp to further reinforce the prefabricated frame.

[0008] Furthermore, the bottom surface of the prefabricated frame is provided with multiple grooves, and the supporting mesh belts are all arranged inside the grooves.

[0009] Furthermore, the prefabricated frame is detachably provided with multiple pins, which are alternately arranged with the rods inside the fixing holes.

[0010] Furthermore, two sets of inserts are fixedly connected to the adjacent side walls of the prefabricated frame, and slots matching the inserts are opened on the other two side walls of the prefabricated frame.

[0011] Compared with the prior art, the beneficial effects of this utility model are: This utility model's soil and water stabilization structure utilizes a supporting mesh belt to support the precast frame from the bottom. The mesh belt's inserts connect to the fixing holes in the precast frame, enabling quick and easy positioning and fixation. The installation method is simple and convenient, facilitating on-site construction. Furthermore, the supporting mesh belt can connect multiple precast frames into a single structure, enhancing its impact resistance and extending the overall lifespan of the soil and water stabilization structure. By laying ecological filler and planting vegetation within the precast frame, the growing vegetation roots tightly bind and fix the soil particles, further enhancing the soil's resistance to erosion and reducing soil loss due to rainwater runoff or river water immersion. The anti-sinking netting installed within the precast frame solves the problem of vegetation and ecological filler settling during long-term use, ensuring the vegetation remains in a stable growth environment, which is beneficial for long-term stable soil and water conservation along river slopes.

[0012] It should be understood that the description in this utility model description section is not intended to limit the key or essential features of the embodiments of this utility model, nor is it intended to restrict the scope of this utility model. Other features of this utility model will become readily apparent from the following description. Attached Figure Description

[0013] Other features, objects, and advantages of this invention will become more apparent from the following detailed description of non-limiting embodiments with reference to the accompanying drawings: Figure 1 A three-dimensional structural diagram of a soil and water stabilization structure; Figure 2 A three-dimensional structural diagram of a prefabricated frame in a soil and water stabilization structure; Figure 3 A schematic diagram of the three-dimensional structure of the anti-sinking net in the soil and water stabilization structure; Figure 4 A bottom view of a precast frame in a soil and water stabilization structure; Figure 5 A three-dimensional structural diagram of the supporting mesh belt in a soil and water stabilization structure; Figure 6 This is a three-dimensional structural diagram of the nails inserted in the soil and water stabilization structure.

[0014] The following are labeled in the diagram: 1. Precast frame; 2. Ecological filler; 3. Supporting mesh belt; 4. Fixing hole; 5. Insert rod; 6. Anti-sinking mesh; 7. Limiting post; 8. Groove; 9. Slot; 10. Insert block; 11. Insert nail. Detailed Implementation

[0015] The present invention will now be described in further detail with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are merely illustrative of the relevant invention and not intended to limit it. Furthermore, it should be noted that, for ease of description, only the parts relevant to the invention are shown in the accompanying drawings.

[0016] It should be noted that, where there is no conflict, the embodiments and features in the embodiments of this utility model can be combined with each other. The present utility model will now be described in detail with reference to the accompanying drawings and embodiments.

[0017] Please refer to Figures 1-6 An embodiment of this utility model provides a prefabricated river ramp soil and water stabilization structure, comprising: The prefabricated frame 1 has multiple fixing holes 4. Ecological filler 2 is set inside the prefabricated frame 1 and is used to plant vegetation to prevent soil erosion; The support mesh belt 3 is set below the precast frame 1. Multiple insert rods 5 that match the fixing holes 4 are fixedly installed on the support mesh belt 3. Each insert rod 5 is set inside the fixing hole 4 to support and fix the precast frame 1.

[0018] In this embodiment, the precast frame 1 is the main part of the fixed structure. High-strength concrete can be used as the raw material during production to ensure structural strength and withstand slope pressure and water flow impact. The ecological filler 2 can be humus, which adapts to the alternating wet and dry environment of the river slope and promotes vegetation growth. Once the vegetation is thriving, its roots can penetrate deeply into the slope, helping to conserve water and soil and prevent erosion. Through the cooperation of the support mesh belt 3, the insertion rods 5, and the fixing holes 4, the precast frame 1 can be quickly positioned and installed. Compared to traditional on-site cast-in-place slope structures, this significantly simplifies the installation process, reduces damage to the construction site, and the support mesh belt 3, being a single unit, supports the precast frame 1 from the bottom, preventing displacement during use and maintaining its usability. Furthermore, multiple precast frames 1 can be connected together for better performance.

[0019] In a preferred embodiment, such as Figure 1 and Figure 3 As shown, the prefabricated frame 1 is fixedly connected to the anti-sinking net 6, and the ecological filler 2 is placed above the anti-sinking net 6.

[0020] In this embodiment, the anti-sinking net 6 ensures both the air permeability of the ecological filler 2 and supports the filler and vegetation. During use, it prevents the ecological filler 2 from compressing and settling due to rainwater infiltration or vegetation growth, ensuring that the vegetation maintains a good growth state and water and soil stabilization capacity.

[0021] In a preferred embodiment, such as Figure 4 As shown, multiple limiting posts 7 are fixedly installed on the bottom surface of the prefabricated frame 1, which are used to embed in the ramp to further reinforce the prefabricated frame 1.

[0022] In this embodiment, the limiting post 7 is integrally formed with the precast frame 1. During installation, the limiting post 7 can be directly embedded into the slope soil layer, achieving stable anchoring in the slope soil. This further improves the anti-slip performance of the precast frame 1.

[0023] In a preferred embodiment, such as Figure 2 and Figure 4 As shown, the bottom surface of the prefabricated frame 1 has multiple grooves 8, and the support mesh belts 3 are all set inside the grooves 8.

[0024] In this embodiment, the groove 8 allows the support mesh belt 3 to be embedded flush with the bottom surface of the prefabricated frame 1, thus preventing the exposed support components from affecting the flatness of the structure.

[0025] In a preferred embodiment, such as Figure 1 and Figure 6 As shown, a number of pins 11 are detachably installed on the prefabricated frame 1, and the pins 11 and the rods 5 are alternately installed inside the fixing holes 4.

[0026] In this embodiment, the number and position of the pins 11 can be flexibly adjusted according to the actual stress conditions of the ramp. The alternating arrangement of the pins 11 and the rods 5 forms evenly spaced support points, which makes the stress on the precast frame 1 more balanced. In areas of the river ramp where the water flow is strong, the number of pins 11 can be increased to improve the connection strength of the precast frame 1 and ensure structural stability.

[0027] In a preferred embodiment, such as Figure 1 and Figure 4 As shown, two sets of inserts 10 are fixedly connected to the adjacent side walls of the prefabricated frame 1, and slots 9 matching the inserts 10 are opened on the other two side walls of the prefabricated frame 1.

[0028] In this embodiment, the insert 10 is also integrally formed with the prefabricated frame 1. Through the cooperation between the insert 10 and the slot 9, it can play a limiting and fixing role when multiple prefabricated frame 1s are spliced ​​together, thereby improving their connection strength.

[0029] In the description of this specification, the terms "connection," "installation," and "fixing," etc., should be interpreted broadly. For example, "connection" can be a fixed connection, a detachable connection, or an integral connection; it can be a direct connection or an indirect connection through an intermediate medium. Those skilled in the art can understand the specific meaning of the above terms in this application according to the specific circumstances.

[0030] In the description of this specification, the terms "one embodiment," "some embodiments," etc., refer to specific features, structures, materials, or characteristics described in connection with that embodiment or example, which are included in at least one embodiment or example of this application. In this specification, the illustrative expressions of the above terms do not necessarily refer to the same embodiment or example. Furthermore, the specific features, structures, materials, or characteristics described may be combined in any suitable manner in one or more embodiments or examples.

[0031] The above are merely preferred embodiments of this application and are not intended to limit this application. Various modifications and variations can be made to this application by those skilled in the art. Any modifications, equivalent substitutions, improvements, etc., made within the spirit and principles of this application should be included within the protection scope of this application.

Claims

1. A prefabricated river ramp soil and water stabilization structure, characterized in that, include: A prefabricated frame (1) is provided with multiple fixing holes (4). Ecological filler (2) is set inside the prefabricated frame (1) for planting vegetation to prevent soil erosion; A support mesh belt (3) is set below the prefabricated frame (1). Multiple insert rods (5) that match the fixing holes (4) are fixedly set on the support mesh belt (3). Each insert rod (5) is set inside the fixing hole (4) to support and fix the prefabricated frame (1).

2. The prefabricated river ramp soil and water stabilization structure according to claim 1, characterized in that, The prefabricated frame (1) is fixedly connected to an anti-sinking net (6), and the ecological filler (2) is placed above the anti-sinking net (6).

3. The prefabricated river ramp soil and water stabilization structure according to claim 1, characterized in that, The bottom surface of the prefabricated frame (1) is fixedly provided with multiple limiting posts (7) for embedding in the ramp to further reinforce the prefabricated frame (1).

4. The prefabricated river ramp soil and water stabilization structure according to claim 1, characterized in that, The bottom surface of the prefabricated frame (1) is provided with multiple grooves (8), and the supporting mesh belts (3) are all set inside the grooves (8).

5. The prefabricated river ramp soil and water stabilization structure according to claim 1, characterized in that, The prefabricated frame (1) is detachably provided with a plurality of pins (11), and the pins (11) and the rods (5) are alternately arranged inside the fixing holes (4).

6. The prefabricated river ramp soil and water stabilization structure according to claim 1, characterized in that, Two sets of inserts (10) are fixedly connected to the adjacent side walls of the prefabricated frame (1), and slots (9) matching the inserts (10) are opened on the other two side walls of the prefabricated frame (1).

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