Ecological restoration wall structure for reservoir seepage prevention in arid region

CN224834071UActive Publication Date: 2026-10-09陕西绿夏建筑工程有限公司
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Patent Information

Application Number
CN202522416202.0
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2025-11-14
Publication Date
2026-10-09
Estimated Expiration
2035-11-14

AI Technical Summary

Technical Problem

[0004]因此,本实用新型目的是提供干旱区水库防渗漏生态修复墙体结构,解决了墙体易受干湿循环作用产生开裂,导致渗漏的问题

Benefits of technology

1、本实用新型,防渗层与增强骨架、缓冲层与波形金属片协同作用,能有效抵御干旱区昼夜温差带来的干湿循环应力,避免防渗层开裂破损,显著提升墙体整体防渗性能的稳定性和耐久性。生态层采用透水混凝土并开设植生孔,可实现耐旱植物种植与墙体结构一体化,兼顾生态修复功能;基脚结构的嵌合槽与弹性止水件配合,搭配双层过滤层,能阻断墙基结合处渗漏通道,防止地基土颗粒流失,保障墙体结构稳固。

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Abstract

The utility model discloses a dry area reservoir anti -seepage ecological restoration wall body structure relates to water conservancy engineering anti -seepage and ecological restoration technical field, including wall, the wall outside wall is from inside to outside fixed with anti -seepage layer, buffer layer and ecological layer in proper order, the wall bottom is fixed with footing structure, the flange is fixed with footing structure both sides. The utility model provides anti -seepage layer and reinforcing frame, buffer layer and corrugated metal sheet synergies, can effectively resist the dry area day and night temperature difference and bring dry and wet cycle stress, avoid anti -seepage layer cracking and breakage, the stability and durability of wall body whole anti -seepage performance are improved significantly, and the ecological layer adopts water -permeable concrete and sets up the ecological layer and opens the plant hole, can realize the drought -resistant plant planting and wall body structure integration, and give consideration to ecological restoration function, the embedding groove of footing structure cooperates with elastic water stop spare, and the double -layer filter layer is matched, can block the leakage passage of wall base joint, prevents the loss of ground soil particle, guarantees the stable wall body structure.
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Description

Technical Field

[0001] This utility model relates to the field of water conservancy engineering seepage prevention and ecological restoration technology, specifically to the seepage prevention and ecological restoration wall structure of reservoirs in arid areas. Background Technology

[0002] Reservoirs in arid regions are prone to cracking and leakage due to the dry climate and large temperature differences between day and night. Existing anti-seepage structures mostly use single rigid materials, which are disconnected from ecological restoration functions and cannot meet the needs of both seepage prevention and ecological restoration. At the same time, the groundwater level in arid regions fluctuates greatly seasonally, and the junction between the bottom of the wall and the foundation is prone to seepage channels due to soil shrinkage and expansion. Traditional foundation structures lack effective water-stopping measures. In addition, rainfall in arid regions is concentrated and short-lived, and rainwater can easily seep down from the top of the wall into the interior, exacerbating the damage to the wall structure. Utility Model Content

[0003] In view of the problems existing in the current ecological restoration wall structure for seepage prevention in reservoirs in arid areas, this utility model is proposed.

[0004] Therefore, the purpose of this utility model is to provide an ecological restoration wall structure for seepage prevention in reservoirs in arid areas, which solves the problem of cracking and leakage caused by the interaction of wet and dry cycles.

[0005] To achieve the above objectives, this utility model provides the following technical solution: An ecological restoration wall structure for seepage prevention in reservoirs in arid areas includes a wall. The outer wall of the wall is sequentially fitted with an anti-seepage layer, a buffer layer, and an ecological layer from the inside out. A base structure is fixed at the bottom of the wall, with flanges fixed on both sides of the base structure. Fitting grooves are fixedly opened on the flanges, and elastic water-stopping elements are fixed within the fitting grooves. A drainage trough is fixed at the top of the wall, and a drainage pipe is fixedly installed within the drainage trough. The drainage pipe is L-shaped. A grouting channel is fixed at the top of the base structure, and a rod is installed within the grouting channel.

[0006] Preferably, the base structure is provided with a first filter layer and a second filter layer from bottom to top.

[0007] Preferably, the impermeable layer is a bentonite composite impermeable layer, and a reinforcing frame is fixedly provided on one side of the impermeable layer.

[0008] Preferably, the buffer layer is a ceramsite concrete layer, and a corrugated metal sheet is fixedly provided on one side of the buffer layer.

[0009] Furthermore, the ecological layer is made of permeable concrete, and planting holes are spaced along the height direction on the outer surface of the ecological layer.

[0010] Preferably, the first filter layer is a graded crushed stone layer, and the second filter layer is a filament spun clay fabric layer.

[0011] The technical effects and advantages provided by this utility model in the above technical solution are as follows: 1. This utility model utilizes the synergistic effect of the impermeable layer, reinforcing frame, buffer layer, and corrugated metal sheet to effectively resist the stress caused by the diurnal temperature variation in arid regions, preventing cracking and damage to the impermeable layer and significantly improving the stability and durability of the overall impermeability of the wall. The ecological layer uses permeable concrete with planting holes, enabling the integration of drought-resistant plant planting with the wall structure, while also considering ecological restoration functions. The interlocking grooves of the foundation structure, combined with elastic water-stopping components and a double-layer filter layer, can block leakage channels at the wall-foundation junction, prevent the loss of foundation soil particles, and ensure the stability of the wall structure.

[0012] 2. The drainage system consisting of the top drainage channel and the L-shaped drainage pipe of this utility model can quickly discharge concentrated rainfall and prevent rainwater from seeping down the top of the wall and damaging the internal structure. The combination design of the grouting channel and the rod can enhance the anchoring force between the wall and the foundation, adapt to the seasonal fluctuation of groundwater level in arid areas, and extend the overall service life of the reservoir wall. Attached Figure Description

[0013] To more clearly illustrate the technical solutions in the embodiments of this application or the prior art, the drawings used in the embodiments will be briefly introduced below. Obviously, the drawings described below are only some embodiments recorded in this utility model. For those skilled in the art, other drawings can be obtained based on these drawings.

[0014] Figure 1 This is a three-dimensional structural diagram of the present invention; Figure 2 This is a schematic diagram of the three-dimensional structure of the seepage-proof layer of this utility model; Figure 3 This is a schematic diagram of the three-dimensional structure of the buffer layer of this utility model; Figure 4 This is a schematic diagram of the three-dimensional structure of the ecological layer of this utility model.

[0015] Explanation of reference numerals in the attached figures: 1. Wall; 2. Impermeable layer; 3. Buffer layer; 4. Ecological layer; 5. Foundation structure; 6. Flange; 7. Fitting groove; 8. Elastic waterstop; 9. Drainage channel; 10. Drainage pipe; 11. Grouting channel; 12. Rod; 13. First filter layer; 14. Second filter layer; 15. Reinforcing skeleton; 16. Corrugated metal sheet; 17. Vegetation hole. Detailed Implementation

[0016] To enable those skilled in the art to better understand the technical solution of this utility model, the present utility model will be further described in detail below with reference to the accompanying drawings.

[0017] This utility model discloses an ecological restoration wall structure for seepage prevention in reservoirs in arid areas.

[0018] This utility model provides, for example Figure 1-3The ecological restoration wall structure for seepage prevention in a reservoir in an arid region, as shown, includes a wall 1. From the inside out, the outer wall of the wall 1 is sequentially fitted with a seepage-proof layer 2, a buffer layer 3, and an ecological layer 4. A base structure 5 is fixedly installed at the bottom of the wall 1. Flanges 6 are fixedly installed on both sides of the base structure 5. An interlocking groove 7 is fixedly opened on the flange 6, and an elastic water-stopping element 8 is fixedly installed within the interlocking groove 7. A drainage channel 9 is fixedly installed at the top of the wall 1, and a drainage pipe 10, L-shaped, is fixedly installed within the drainage channel 9. A grouting channel 11 is fixedly installed at the top of the base structure 5. The grout channel 11 is equipped with a rod 12. The outer wall of the wall 1 is arranged from the inside to the outside, with an impermeable layer 2, a buffer layer 3, and an ecological layer 4 forming a core protection system. The impermeable layer 2 is made of bentonite composite material, which has excellent impermeability. At the same time, the reinforcing frame 15 fixed on one side can improve the tensile strength and damage resistance of the impermeable layer 2, and avoid structural deformation caused by the diurnal temperature difference in arid areas, which would damage the integrity of the impermeable layer 2. The buffer layer 3 is a ceramsite concrete layer, and the corrugated metal sheet 16 fixed inside can actively absorb the stress generated by the wet and dry cycle, and disperse and dissipate the impact of the deformation of the wall 1 on the impermeable layer 2. To further ensure the seepage prevention effect of the seepage barrier layer 2, the ecological layer 4 is made of permeable concrete, which does not hinder the appropriate water exchange between the buffer layer 3 and the outside. The vegetation holes 17 opened along the height direction on its outer surface allow the roots of drought-resistant plant seeds to penetrate deep into the ecological layer 4 after germination, enhancing the stability of the bond between the ecological layer 4 and the buffer layer 3, while simultaneously achieving ecological restoration of the outer side of the wall 1. The base structure 5 at the bottom of the wall 1 is crucial for preventing wall foundation leakage and protecting the foundation. Fitting grooves 7 are opened on the flanges 6 on both sides of the base structure 5. The fitting grooves 7 are adapted to the pre-set foundation structure, and the elastic water-stopping components 8 fixed in the grooves... After water ingress, the wall expands, tightly filling the gap between the interlocking groove 7 and the foundation, blocking the leakage channel at the junction of the bottom of the wall 1 and the foundation from the source. The first filter layer 13 and the second filter layer 14 set from bottom to top in the foundation structure 5 form a gradient filtration system. The graded crushed stone layer can filter water that seeps into the foundation, preventing the foundation soil particles from being lost with the water. The long-filament spun clay geotextile layer further intercepts fine particles. The double filtration protects the stability of the foundation structure and avoids the impact of foundation settlement on the overall seepage prevention and stability of the wall 1. The drainage trough 9 fixed at the top of the wall 1 can quickly collect concentrated and short-lived rainfall in arid areas. The L inside the trough The drainage pipe 10 can guide the collected rainwater to the outside of the reservoir dam body, preventing rainwater from seeping into the interior of the wall 1 through the gaps at the top of the wall 1, and preventing seepage water from accelerating the aging and leakage of the wall 1 structure. The grouting channel 11 at the top of the foundation structure 5 works with the internal rod 12 to achieve anchoring and reinforcement. The rod 12 can be inserted into the deep foundation. Grout is injected into the gap between the foundation and the rod 12 through the grouting channel 11. After the grout solidifies, it can enhance the bonding force between the rod 12 and the foundation, improve the overall pull-out resistance and settlement resistance of the wall 1, adapt to the impact of seasonal fluctuations in groundwater level in arid areas on the stability of the wall 1, and ensure the long-term stable operation of the wall 1.

[0019] For easy filtering, such as Figure 1 As shown, the base structure 5 is provided with a first filter layer 13 and a second filter layer 14 from bottom to top.

[0020] And for greater durability, such as Figure 2 As shown, the seepage barrier 2 is a bentonite composite seepage barrier 2, and a reinforcing skeleton 15 is fixedly provided on one side of the seepage barrier 2.

[0021] And for better buffering, such as Figure 3 As shown, the buffer layer 3 is a ceramsite concrete layer, and a corrugated metal sheet 16 is fixedly provided on one side of the buffer layer 3.

[0022] Finally, for ease of planting, such as Figure 4 As shown, the ecological layer 4 is a permeable concrete layer, and vegetation holes 17 are opened at intervals along the height direction on the outer surface of the ecological layer 4. The first filter layer 13 is a graded crushed stone layer, and the second filter layer 14 is a filament spun clay fabric layer.

[0023] The foregoing description only illustrates certain exemplary embodiments of the present invention. Undoubtedly, those skilled in the art can modify the described embodiments in various ways without departing from the spirit and scope of the present invention. Therefore, the above drawings and descriptions are illustrative in nature and should not be construed as limiting the scope of protection of the claims of the present invention.

Claims

1. A seepage-proof ecological restoration wall structure for reservoirs in arid areas (1), comprising a wall (1), characterized in that, The outer wall of the wall (1) is fixed with an anti-seepage layer (2), a buffer layer (3) and an ecological layer (4) from the inside to the outside. The bottom of the wall (1) is fixed with a base structure (5). The base structure (5) is fixed with flanges (6) on both sides. The flanges (6) are fixed with a groove (7). The groove (7) is fixed with an elastic water-stopping element (8). The top of the wall (1) is fixed with a drainage channel (9). The drainage channel (9) is fixed with a drainage pipe (10). The drainage pipe (10) is L-shaped. The top of the base structure (5) is fixed with a grouting channel (11). The grouting channel (11) is fixed with a rod (12).

2. The seepage prevention and ecological restoration wall structure (1) for reservoirs in arid areas according to claim 1, characterized in that, The base structure (5) is provided with a first filter layer (13) and a second filter layer (14) from bottom to top.

3. The seepage prevention and ecological restoration wall structure (1) for reservoirs in arid areas according to claim 1, characterized in that, The impermeable layer (2) is a bentonite composite impermeable layer (2), and a reinforcing skeleton (15) is fixed on one side of the impermeable layer (2).

4. The seepage prevention and ecological restoration wall structure (1) for reservoirs in arid areas according to claim 1, characterized in that, The buffer layer (3) is a ceramsite concrete layer, and a corrugated metal sheet (16) is fixed on one side of the buffer layer (3).

5. The seepage prevention and ecological restoration wall structure (1) for reservoirs in arid areas according to claim 1, characterized in that, The ecological layer (4) is made of permeable concrete, and planting holes (17) are opened at intervals along the height direction on the outer surface of the ecological layer (4).

6. The seepage prevention and ecological restoration wall structure (1) for reservoirs in arid areas according to claim 2, characterized in that, The first filter layer (13) is a graded crushed stone layer, and the second filter layer (14) is a filament spun clay fabric layer.