Multifunctional slope support structure
Patent Information
- Application Number
- CN202522095217.1
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2025-09-28
- Publication Date
- 2026-10-27
- Estimated Expiration
- 2035-09-28
AI Technical Summary
[0005]本实用新型的目的在于提供多功能边坡支护结构,旨在解决现有技术中,边坡支护结构功能单一的问题
[0017]与现有技术相比,本实用新型提供的多功能边坡支护结构,通过内护层、铁丝网和外护层的结合,显著提高了边坡的稳定性,铁丝网的加入增加了结构的整体性和抗拉强度,而混凝土外护层则提供了额外的支撑和保护,从而增强了结构的耐久性,抵抗自然环境中的侵蚀和磨损,延长了边坡支护结构的使用寿命;
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Figure CN224902204U_ABST
Abstract
Description
Technical Field
[0001] This utility model patent relates to the technical field of slope protection structures, and more specifically, to a multifunctional slope protection structure. Background Technology
[0002] In engineering construction, the main function of slope protection structures is to prevent natural disasters such as landslides, collapses, and spalling, so as to protect the environment and people's safety. As my country's basic engineering construction capabilities have been significantly improved, it also faces new challenges and demands.
[0003] While traditional slope protection structures can effectively enhance slope stability, they primarily focus on structural stability and safety, neglecting other potential functions. This results in a functional limitation, meaning that slope protection structures can only provide basic protection and cannot meet the higher requirements for slope protection structures in modern engineering construction.
[0004] In modern engineering construction, in addition to requiring slope protection structures to have stability and safety, it is also expected that they can blend in with the surrounding environment. However, due to design and construction limitations, traditional slope protection structures cannot be designed with features such as reliefs, which makes them visually inconsistent with the surrounding environment and cannot meet the multifunctional needs of slope protection structures in modern engineering construction. Utility Model Content
[0005] The purpose of this invention is to provide a multifunctional slope protection structure, which aims to solve the problem of the single function of existing slope protection structures.
[0006] This utility model is implemented as follows: it includes an inner protective layer on the slope surface of the slope, a wire mesh set on the inner protective layer, and an outer protective layer formed by concrete spraying. The outer protective layer is formed on the inner protective layer and is integrated with the inner protective layer. The wire mesh is wrapped in the outer protective layer.
[0007] The outer protective layer has an outwardly facing outer end face, which forms a relief structure; an anchor rod is embedded in the slope, the inner end of the anchor rod is fixed inside the slope, and the outer end of the anchor rod forms an outer section exposed on the slope surface, which is placed in the inner protective layer.
[0008] Furthermore, the slope surface is provided with connecting bars, the lower part of which is embedded in the slope, the upper part of which is exposed on the slope surface, and the upper part of which is placed in the inner protective layer.
[0009] Furthermore, the outer segment is bent.
[0010] Furthermore, the outer segment includes a straight segment and a bent rib, one end of which is connected to the straight segment, and the other end of which is bent away from the straight segment and arranged in a bent manner with the straight segment.
[0011] Furthermore, one end of the bent rib is arranged parallel to the straight section and is welded and fixed to the straight section as a whole.
[0012] Furthermore, the straight section is provided with bending ribs on both sides, and the other ends of the two bending ribs are bent away from each other.
[0013] Furthermore, the inner protective layer includes a steel mesh laid on the slope and a concrete layer formed by concrete on the slope, wherein the steel mesh is placed in the concrete layer, and the anchor rods and connecting bars are fixedly connected to the steel mesh.
[0014] Furthermore, the inner protective layer includes a grid beam formed on the slope, the grid beam surrounds and forms multiple hollow areas, the hollow areas are filled with sandbags, and the anchor rods and connecting bars are respectively inserted into the grid beam.
[0015] Furthermore, the lattice beams are arranged in a crisscross pattern, and the multiple hollow regions are arranged in an array.
[0016] Furthermore, the concrete of the outer protective layer is embedded in the hollow area, wrapping the outer surface of the sandbag.
[0017] Compared with the prior art, the multifunctional slope protection structure provided by this utility model significantly improves the stability of the slope by combining the inner protective layer, wire mesh and outer protective layer. The addition of wire mesh increases the integrity and tensile strength of the structure, while the concrete outer protective layer provides additional support and protection, thereby enhancing the durability of the structure, resisting erosion and wear in the natural environment, and extending the service life of the slope protection structure.
[0018] Next, the anchor bolts enable the structure to adapt to different geological conditions, providing flexible adaptability and stability. The relief structure design on the outer protective layer not only makes the slope support structure functional, but also allows it to blend harmoniously with the surrounding environment, enhancing the value of the slope. It also breaks the limitation of the traditional slope support structure having only one function, meeting the needs of integrating stability, durability and multi-functionality. Attached Figure Description
[0019] Figure 1 This is a cross-sectional schematic diagram of the multifunctional slope support structure provided by this utility model;
[0020] Figure 2 This is a schematic diagram of the lattice beam provided by this utility model;
[0021] In the diagram: slope 100, wire mesh 101, outer protective layer 102, outer end face 103, relief structure 104, slope surface 105, inner protective layer 200, steel mesh 201, concrete layer 202, lattice beam 203, hollow area 204, sandbag 205, anchor bolt 300, straight section 301, bent bar 302, connecting bar 303. Detailed Implementation
[0022] To make the objectives, technical solutions, and advantages of this utility model clearer, the present utility model will be further described in detail below with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are merely illustrative of the present utility model and are not intended to limit the present utility model.
[0023] The implementation of this utility model will be described in detail below with reference to specific embodiments.
[0024] In the accompanying drawings of this embodiment, the same or similar reference numerals correspond to the same or similar components. In the description of this utility model, it should be understood that if terms such as "upper," "lower," "left," and "right" indicate the orientation or positional relationship based on the orientation or positional relationship shown in the drawings, they are only for the convenience of describing this utility model and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific orientation, or be constructed and operated in a specific orientation. Therefore, the terms used to describe positional relationships in the drawings are only for illustrative purposes and should not be construed as limiting this patent. For those skilled in the art, the specific meaning of the above terms can be understood according to the specific circumstances.
[0025] Reference Figure 1-2 The image shown is a preferred embodiment of the present invention.
[0026] The multifunctional slope protection structure includes an inner protective layer 200 on the slope surface 105 of the slope 100, a wire mesh 101 on the inner protective layer 200, and an outer protective layer 102 formed by concrete spraying. The outer protective layer 102 is formed on the inner protective layer 200 and is integrated with the inner protective layer 200. The wire mesh 101 is wrapped in the outer protective layer 102.
[0027] The outer protective layer 102 has an outwardly facing outer end face 103, and the outer end face 103 forms a relief structure 104; an anchor rod 300 is embedded in the slope 100, the inner end of the anchor rod 300 is fixed inside the slope 100, and the outer end of the anchor rod 300 forms an outer section exposed on the slope surface 105, and the outer section is placed in the inner protective layer 200.
[0028] The multifunctional slope protection structure provided above, through the combination of inner protective layer 200, wire mesh 101 and outer protective layer 102, significantly improves the stability of slope 100. The addition of wire mesh 101 increases the integrity and tensile strength of the structure, while the concrete outer protective layer 102 provides additional support and protection, thereby enhancing the durability of the structure, resisting erosion and wear in the natural environment, and extending the service life of the slope 100 protection structure.
[0029] Next, the anchor bolt 300 enables the structure to adapt to different geological conditions, providing flexible adaptability and stability. The relief structure 104 design on the outer protective layer 102 not only makes the slope 100 support structure functional, but also allows it to blend harmoniously with the surrounding environment, enhancing the value of the slope 100. It also breaks the limitation of the traditional slope 100 support structure having a single function, meeting the requirements of integrating stability, durability and multi-functionality.
[0030] In this embodiment, a connecting bar 303 is provided on the slope 105. The lower part of the connecting bar 303 is embedded in the slope 100, and the upper part of the connecting bar 303 is exposed on the slope 105. The upper part of the connecting bar 303 is placed in the inner protective layer 200.
[0031] This allows the connecting bar 303 to form a firm connection with the slope 100 and the inner protective layer 200, enhancing the overall stability of the entire slope 100 support structure. The upper part of the connecting bar 303 is exposed on the slope surface 105, which can provide additional support points, reduce local stress concentration when the slope 100 is under stress, and thus improve the bearing capacity and anti-slip capacity of the slope 100.
[0032] In this embodiment, the outer segment is bent. By bending, the outer segment can better adapt to the irregular shape of the slope 100, increasing the contact area with the surface of the slope 100, thereby improving the anchoring effect. The bent outer segment can also disperse the external load to a certain extent, reducing the direct impact on the slope 100 and enhancing the stability of the slope 100.
[0033] In this embodiment, the outer segment includes a straight section 301 and a bent bar 302. One end of the bent bar 302 is connected to the straight section 301, and the other end of the bent bar 302 is bent away from the straight section 301, forming a bent arrangement with the straight section 301. This improves the flexibility and adaptability of the anchor rod 300. The bent bar 302 can better adapt to the shape of the slope 100 and increase the anchoring force. At the same time, the straight section 301 provides straight support, ensuring the stability of the structure.
[0034] In this embodiment, one end of the bent rib 302 is arranged in parallel with the straight section 301 and is welded and fixed to the straight section 301 as a whole.
[0035] Welding provides a robust connection point, ensuring the synergistic effect of the bent bar 302 and the straight bar 301 under stress, enhancing the overall strength and reliability of the anchor rod 300, and effectively improving the stability and durability of the slope 100 support structure.
[0036] In this embodiment, the straight section 301 is provided with bent bars 302 on both sides. The other ends of the two bent bars 302 are bent away from each other. In this way, the bent bars 302 can provide support from two directions, which increases the stability of the anchorage, disperses the force, reduces the local stress of the slope 100, and improves the overall stability of the slope 100.
[0037] In this embodiment, the inner protective layer 200 includes a steel mesh 201 laid on the slope 105 and a concrete layer 202 formed by concrete on the slope 105. The steel mesh 201 is placed in the concrete layer 202, and the anchor rods 300 and connecting bars 303 are fixedly connected to the steel mesh 201 respectively.
[0038] This combination provides a robust inner protective layer 200. The combination of the steel mesh 201 and the concrete layer 202 enhances the integrity and tensile strength of the structure. The fixed connection between the anchor bolts 300 and the connecting bars 303 and the steel mesh 201 further enhances the stability and durability of the structure.
[0039] In this embodiment, the inner protective layer 200 includes a grid beam 203 formed on the slope 105. The grid beam 203 surrounds and forms a plurality of hollow regions 204. Sandbags 205 are filled in the hollow regions 204. Anchor bolts 300 and connecting bars 303 are respectively inserted into the grid beam 203.
[0040] The lattice beams 203 increase the stability and load-bearing capacity of the inner protective layer 200. The sandbags 205 filling the hollow area 204 provide additional weight, enhancing the anti-slip ability of the slope 100. At the same time, the replaceability of the sandbags 205 also facilitates maintenance.
[0041] In this embodiment, the lattice beams 203 are arranged in a crisscross pattern, and the multiple hollow regions 204 are arranged in an array. The array arrangement improves the uniformity and symmetry of the structure, making the force distribution more uniform, reducing local stress concentration, and improving the overall stability and bearing capacity of the slope 100.
[0042] In this embodiment, the concrete of the outer protective layer 102 is embedded in the hollow region 204, covering the outer surface of the sandbag 205. This makes the outer protective layer 102 and the sandbag 205 tightly bonded, enhancing the protective function of the outer protective layer 102 and improving the stability of the sandbag 205. The durability of the concrete enables this structure to withstand the effects of severe weather and environment, extending the service life of the slope 100 support structure.
[0043] The above description is only a preferred embodiment of the present utility model and is not intended to limit the present utility model. Any modifications, equivalent substitutions and improvements made within the spirit and principles of the present utility model should be included within the protection scope of the present utility model.
Claims
1. A multifunctional slope protection structure, characterized in that, It includes an inner protective layer on the slope surface of the slope, a wire mesh set on the inner protective layer, and an outer protective layer formed by concrete spraying. The outer protective layer is formed on the inner protective layer and is integrated with the inner protective layer. The wire mesh is wrapped in the outer protective layer. The outer protective layer has an outwardly facing outer end face, which forms a relief structure; an anchor rod is embedded in the slope, the inner end of the anchor rod is fixed inside the slope, and the outer end of the anchor rod forms an outer section exposed on the slope surface, which is placed in the inner protective layer.
2. The multifunctional slope protection structure as described in claim 1, characterized in that, The slope surface is provided with connecting bars, the lower part of which is embedded in the slope, the upper part of which is exposed on the slope surface, and the upper part of which is placed in the inner protective layer.
3. The multifunctional slope protection structure as described in claim 1, characterized in that, The outer segment is bent.
4. The multifunctional slope protection structure as described in claim 3, characterized in that, The outer segment includes a straight section and a bent rib. One end of the bent rib is connected to the straight section, and the other end of the bent rib is bent away from the straight section and arranged in a bent manner with the straight section.
5. The multifunctional slope protection structure as described in claim 4, characterized in that, One end of the bent rib is arranged parallel to the straight section and is welded and fixed to the straight section as a whole.
6. The multifunctional slope protection structure as described in claim 5, characterized in that, The straight section is provided with bending ribs on both sides, and the other ends of the two bending ribs are bent away from each other.
7. The multifunctional slope protection structure as described in any one of claims 1-6, characterized in that, The inner protective layer includes a steel mesh laid on the slope and a concrete layer formed by concrete on the slope. The steel mesh is placed in the concrete layer, and the anchor rods and connecting bars are fixedly connected to the steel mesh.
8. The multifunctional slope protection structure as described in claim 7, characterized in that, The inner protective layer includes a grid beam formed on the slope, the grid beam surrounds and forms multiple hollow areas, the hollow areas are filled with sandbags, and the anchor rods and connecting bars are respectively inserted into the grid beam.
9. The multifunctional slope protection structure as described in claim 8, characterized in that, The lattice beams are arranged in a crisscross pattern, and the multiple hollow regions are arranged in an array.
10. The multifunctional slope protection structure as described in claim 8, characterized in that, The concrete of the outer protective layer is embedded in the hollow area, wrapping the outer surface of the sandbag.