A retaining wall structure for an ecological wetland

Abstract

The utility model relates to an ecological wetland's retaining wall structure, including landscape pool, still including the retaining wall of landscape pool periphery, and retaining wall includes excavation area retaining wall and fill area retaining wall, the excavation area retaining wall and fill area retaining wall all include retaining wall part and reinforcing part, retaining wall part all be located between reinforcing part and landscape pool, and retaining wall part near landscape pool's side all incline to the direction of far from landscape pool, retaining wall part bottom end is lower than landscape pool bottom, and near landscape pool's part extends to landscape pool below, retaining wall part forms through mortar rubble. The utility model discloses an ecological wetland's retaining wall structure through being equipped with the joint action of retaining wall part and reinforcing part, especially the rammed clay and filter layer that excavation area still are equipped with, guarantee the stable retaining wall structure of whole and be convenient for filtering water, avoid the waterlogging influence the durability of retaining wall structure. Meanwhile can plant plants in landscape pool and reinforcing part surface, strengthen the overall aesthetic property.

Description

Technical Field

[0001] This utility model relates to the field of ecological restoration technology, specifically to a retaining wall structure for ecological wetlands. Background Technology

[0002] Ecological ponds and reservoirs are an ecological restoration technology that utilizes the principles of natural ecosystems to restore and protect aquatic ecosystems through artificial construction and management. Given the increasingly serious environmental pollution, the construction and implementation of ecological ponds and reservoirs are of great significance for improving the aquatic ecological environment. Specifically, this manifests in: (1) Improving water quality: Through the construction of ecological ponds and reservoirs, water quality is purified, the aquatic ecological environment is improved, and the quality and transparency of water are enhanced. (2) Increasing biodiversity: Creating a good ecological environment, improving the stability of the aquatic ecosystem, and increasing the diversity of aquatic organisms. (3) Protecting water resources: Effectively utilizing water resources, reducing water waste, and protecting the integrity of the aquatic ecosystem. (4) Beautifying the environment: Through the construction of ecological ponds and reservoirs, the aquatic environment is beautified, the surrounding ecological landscape is enhanced, and people's leisure and recreational space is increased.

[0003] In the construction of ecological ponds and reservoirs, retaining walls are needed at the edges of the ponds or pools to serve as water barriers, supports, and protect the water. These retaining walls keep the water within the pond, allowing for the growth of plants and animals, facilitating the construction of the ecological pond / reservoir, supporting structures such as sluice gates, and preventing water from flowing out. They also protect the foundation, surrounding soil, and surface materials from erosion and washout. The perimeter of a pond / reservoir typically includes both excavation and fill areas, and the retaining wall design must be adapted to these areas. Therefore, retaining wall structures are essential for the construction of ecological ponds and reservoirs. Utility Model Content

[0004] This utility model provides a retaining wall structure for ecological wetlands to play a role in water blocking, support and protection in the construction of ecological ponds and reservoirs.

[0005] To achieve the above objectives, the technical solution of this utility model is as follows: An ecological wetland retaining wall structure is provided, including a landscape pond. Its innovation lies in that it also includes an earthen wall surrounding the landscape pond, comprising a retaining wall for excavation areas and a retaining wall for filling areas. Both the excavation and filling retaining walls include a retaining wall portion and a reinforcing portion. The retaining wall portion is located between the reinforcing portion and the landscape pond, and the side of the retaining wall portion closest to the landscape pond slopes away from the pond. The bottom of the retaining wall portion is lower than the bottom of the landscape pond, and the portion closest to the landscape pond extends below the pond. The retaining wall portion is formed by masonry.

[0006] Furthermore, the landscape pool is provided with a polyester filament composite geomembrane, a rammed clay layer, and a rubble layer in sequence from bottom to top.

[0007] Furthermore, the thickness of both the compacted clay layer and the rubble layer is 0.3m.

[0008] Furthermore, the bottom ends of the retaining walls in both the excavation and filling areas are inclined upwards towards the landscape pool, with a slope ratio of 0.2:1.

[0009] Furthermore, the slope ratio of the retaining wall section near the landscape pool in the excavation area is 1:0.25; the slope ratio of the retaining wall section near the landscape pool in the fill area is 1:0.2.

[0010] Furthermore, the reinforced sections of both the excavation retaining wall and the filling retaining wall are triangular in shape.

[0011] Furthermore, the reinforced part of the retaining wall in the excavation area and the edge where they meet are set as a filter layer. The filter layer is stepped, and the other two sides are inclined upwards. The bottom corner of the reinforced part of the retaining wall in the excavation area is formed by rammed clay, and the uppermost edge is also formed by rammed clay, with a slope ratio of 1:2. The rest of the reinforced part is filled with permeable filler.

[0012] Furthermore, the reinforcing section and the edge of the retaining wall in the embankment area that meet the reinforcing section slope upwards in the direction away from the reinforcing section, with a slope ratio of 1:0.15; the bottom edge is set horizontally; the other edge is set downwards with a slope ratio of 1:2; the reinforcing section of the retaining wall in the embankment area is formed by filling with soil.

[0013] Compared with the prior art, the beneficial effects of this utility model are as follows:

[0014] (1) The retaining wall structure of the ecological wetland of this utility model is designed with corresponding retaining wall structures for the excavation and filling areas around the pool, which can ensure that the water blocking, support and protection functions can be well implemented in the excavation and filling areas.

[0015] (2) The retaining wall structure of the ecological wetland of this utility model, through the combined action of the retaining wall part and the reinforcing part, especially the rammed clay and the filter layer in the excavation area, ensures that the overall retaining wall structure is stable and facilitates water filtration, avoiding water accumulation that affects the durability of the retaining wall structure. At the same time, plants can be planted in the landscape pool and on the surface of the reinforcing part to enhance the overall aesthetics. Attached Figure Description

[0016] To more clearly illustrate the technical solutions in the embodiments of this utility model, 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 without creative effort.

[0017] Figure 1 This is a cross-sectional view of a retaining wall in the excavation area of ​​an ecological wetland retaining wall structure according to this utility model.

[0018] Figure 2 This is a cross-sectional view of a retaining wall in the fill area of ​​an ecological wetland retaining wall structure according to this utility model.

[0019] Among them, 1-landscape pool, 2-retaining wall, 3-reinforcement, 4-polyester filament composite geomembrane, 5-rammed clay layer, 6-rubble layer, 7-filtration layer, 8-green plants, 9-safety railing, 10-rammed clay. Detailed Implementation

[0020] The technical solution of this utility model will be clearly and completely described below through specific embodiments.

[0021] This utility model discloses a retaining wall structure for an ecological wetland, including a landscape pond 1 and an earthen wall surrounding the landscape pond. To accommodate excavation and fill areas around the pond, the earthen wall includes a retaining wall for the excavation area and a retaining wall for the fill area, as described below. Figure 1 and Figure 2 As shown. Both the retaining wall in the excavation area and the retaining wall in the fill area include a retaining wall section 2 and a reinforcing section 3. The retaining wall section 2 is located between the reinforcing section 3 and the landscape pool 1, and the side of the retaining wall section 2 closest to the landscape pool 1 is inclined away from the landscape pool. Preferably, the slope ratio of the side of the retaining wall section 2 closest to the landscape pool in the excavation area is 1:0.25; the slope ratio of the side of the retaining wall section 2 closest to the landscape pool in the fill area is 1:0.2.

[0022] The bottom of the retaining wall section 2 is lower than the bottom of the landscape pool 1, and the part near the landscape pool extends below the landscape pool. This arrangement allows the bottom of the retaining wall section to be away from the liquid surface of the landscape pool, thus making it more stable. The bottom of the retaining wall section 2 of both the excavation area retaining wall and the fill area retaining wall is inclined upward towards the landscape pool 1, and the slope ratio is 0.2:1.

[0023] The retaining wall 2 of this invention is formed by masonry. In this embodiment, the strength of the masonry material is MU30, and the strength of the mortar is Mb10.

[0024] The landscape pool is provided with a polyester filament composite geomembrane 4, a rammed clay layer 5 and a rubble layer 6 arranged from bottom to top. Preferably, the thickness of the rammed clay layer 5 and the rubble layer 6 is 0.3m.

[0025] The reinforcing part 3 of both the retaining wall in the excavation area and the retaining wall in the filling area of ​​this utility model is triangular in shape.

[0026] The edge where the reinforcing section 3 of the retaining wall in the excavation area contacts the retaining wall section 2 is designated as a filter layer 7. The filter layer 7 is stepped, preferably 0.3m thick, and formed of crushed stone. The other two sides of the reinforcing section 3 of the retaining wall in the excavation area are inclined upwards. The bottom corner of the reinforcing section of the retaining wall in the excavation area is formed by rammed clay 10, which increases the overall stability of the retaining wall. The uppermost edge is also formed by rammed clay 10 with a slope ratio of 1:2. The upper rammed clay can seal off surface water, preventing excessive surface water from seeping into the retaining wall and affecting its durability. The remaining part of the reinforcing section 3 is filled with permeable filler to facilitate drainage of the retaining wall structure.

[0027] In the fill section, the edge where the reinforcing part 3 and the retaining wall part 2 meet slopes upward away from the reinforcing part, with a slope ratio of 1:0.15; the lowest edge is horizontal; the other edge (the third edge) slopes downward, with a slope ratio of 1:2; the reinforcing part 3 of the fill section retaining wall is formed by filling with soil. Since the fill section is lower than the design plane, there are fewer drainage issues compared to the cut section, so no filter layer is provided.

[0028] Green plants 8 are planted in the landscape pool 1 and on the upper surface of the reinforced sections of the retaining walls in the excavation and filling areas to enhance the aesthetics and carry out ecological restoration.

[0029] Safety railings 9 must be installed at the top of the retaining wall section 2 in both the excavation and filling areas to prevent tourists or other personnel from accidentally falling into the water and to increase safety.

[0030] The embodiments described above are merely preferred embodiments of the present utility model and are not intended to limit the concept and scope of the present utility model. Without departing from the design concept of the present utility model, all modifications and improvements made by those skilled in the art to the technical solutions of the present utility model should fall within the protection scope of the present utility model. The technical content for which protection is sought in the present utility model has been fully recorded in the technical requirements.

Claims

1. A retaining wall structure for an ecological wetland comprising a landscape pond, characterised in that: It also includes an earthen wall surrounding the landscape pool, which includes a retaining wall for the excavation area and a retaining wall for the filling area. Both the retaining wall for the excavation area and the retaining wall for the filling area include a retaining wall section and a reinforcing section. The retaining wall section is located between the reinforcing section and the landscape pool, and the side of the retaining wall section closest to the landscape pool slopes away from the landscape pool. The bottom of the retaining wall section is lower than the bottom of the landscape pool, and the part closest to the landscape pool extends to the bottom of the landscape pool. The retaining wall section is formed by masonry.

2. The retaining wall structure of an ecological wetland according to claim 1, wherein: The landscape pool is constructed from bottom to top with a polyester filament composite geomembrane, a rammed clay layer, and a rubble layer. ​ 3. The retaining wall structure of an ecological wetland according to claim 2, characterized in that: The thickness of both the compacted clay layer and the rubble layer is 0.3m.

4. The retaining wall structure of an ecological wetland according to claim 1, wherein: The bottom ends of the retaining walls in both the excavation and filling areas are inclined upwards towards the landscape pool, with a slope ratio of 0.2:

1.

5. The retaining wall structure of an ecological wetland according to claim 1, wherein: The slope ratio of the retaining wall in the excavation area to the side of the landscape pond is 1:0.25; the slope ratio of the retaining wall in the fill area to the side of the landscape pond is 1:0.

2.

6. The retaining wall structure of an ecological wetland according to claim 1, wherein: The reinforced sections of both the retaining walls in the excavation area and the retaining walls in the filling area are triangular in shape.

7. The retaining wall structure of an ecological wetland according to claim 6, characterized in that: The reinforced part of the retaining wall in the excavation area is connected to the edge of the retaining wall, which is set as a filter layer. The filter layer is stepped, and the other two sides are inclined upwards. The bottom corner of the reinforced part of the retaining wall in the excavation area is formed by rammed clay, and the uppermost edge is also formed by rammed clay, with a slope ratio of 1:

2. The rest of the reinforced part is permeable filler.

8. The retaining wall structure of an ecological wetland according to claim 6, characterized in that: The reinforcing section and the retaining wall section of the embankment retaining wall in the embankment area are inclined upwards in the direction away from the reinforcing section, with a slope ratio of 1:0.15; the bottom edge is set horizontally; the other edge is inclined downwards, with a slope ratio of 1:2; the reinforcing section of the embankment retaining wall is formed by filling with soil.

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