Fabricated ecological cofferdam and construction technology thereof

Abstract

The invention discloses a fabricated ecological cofferdam and a construction process thereof, and relates to the technical field of hydraulic engineering, the fabricated ecological cofferdam comprises a slope body and a protective net, and a base plate assembly is used for tamping the slope surface; the planting soil layer provides an ecological planting foundation; the storage and drainage assembly is used for storing water in the slope body and draining the water when excessive water is stored; the irrigation assembly is used for irrigating the ecological planting environment; the water pumping assembly pumps riverway water flow; the reinforcing assembly is used for reinforcing the base plate assembly and the protective net; the device comprises a rod piece, an anchoring piece and a driving piece. The rod piece is inserted into the soil of the slope body; the anchoring piece is arranged in the middle of the rod piece and used for expanding and anchoring in soil, and the stability of the rod piece in the soil is improved. The driving piece is inserted into an inner cavity of the rod piece and used for driving the anchoring piece to be opened and closed in a rotating mode, and by constructing an ecological matrix, a self-adjusting water circulation system and an adjustable anchoring structure, collaborative improvement of ecological restoration of the cofferdam, efficient utilization of water resources and convenient reinforcement is achieved.

Description

TECHNICAL FIELD

[0001] The present application relates to the technical field of hydraulic engineering, in particular to an assembled ecological cofferdam and a construction process thereof. BACKGROUND

[0002] In river regulation, soil and water conservation and slope protection engineering, ecological cofferdam is a common structure. Traditional ecological cofferdam or slope protection technology focuses on single physical protection function or simple vegetation restoration, which gradually exposes many limitations in actual application and long-term maintenance.

[0003] In the integration of ecological function and engineering structure, the existing technology is often fragmented. Common concrete block revetment or pure stone revetment has stable structure, but the surface is hardened, which blocks the natural exchange of soil and water, air, destroys the original riverbank ecological corridor, and makes it difficult for vegetation to grow naturally, resulting in a decrease in biodiversity. While some use direct soil covering and grass planting methods, although they are more ecological, the soil erosion resistance is weak, and water and soil loss is easily caused under the erosion of rainwater or water flow. The durability of the revetment structure is poor, and the ecological benefits are difficult to maintain for a long time. That is, the existing scheme is difficult to ensure the safety and stability of the project while achieving truly sustainable ecological restoration.

[0004] In terms of water resource management and utilization, the existing cofferdam design generally lacks intelligent and efficient integrated systems. Many projects rely on natural precipitation or external artificial irrigation to maintain slope vegetation, which is prone to withering in dry seasons, resulting in a loss of ecological function. Some structures with water storage facilities often lack effective automatic regulation and recycling mechanisms, either lacking sufficient water storage capacity or failing to discharge excess water in time during heavy rain, which may increase the seepage pressure inside the slope body, affecting stability, and failing to achieve water resource recycling and conservation, resulting in high maintenance and management costs.

[0005] In terms of construction efficiency and structural adaptability, traditional construction methods often require a large amount of site pouring or masonry, long construction period, and large site environmental disturbance, and the standardization of components is low. The anchoring or reinforcing method is mostly one-time implantation (such as precast piles or simple anchor rods), which cannot be adjusted according to actual geological conditions or stress changes after embedding. It lacks sufficient adaptability and anchoring force compensation ability for complex and variable foundation soil, which may pose a long-term safety risk to the entire cofferdam structure.

[0006] Therefore, it is an urgent need to develop a new type of ecological cofferdam structure that can deeply integrate ecological and engineering functions, has self-adaptive water cycle management capability, and can be quickly assembled and flexibly reinforced, to solve the above industry pain points. SUMMARY

[0007] The present application aims to provide an assembled ecological cofferdam and a construction process thereof, so as to solve the problems of weak ecological function, extensive water resource management, low construction efficiency and poor anchoring adaptability of the traditional cofferdam.

[0008] In order to achieve the above-mentioned purpose, the present application provides the following technical solutions.

[0009] According to a first aspect of the present application, an assembled ecological cofferdam is provided, comprising a slope body and a protective net, wherein the protective net is arranged above the slope body near a river channel for personnel protection; further comprising:

[0010] A cushion plate assembly is arranged at the slope surface of the slope body for compacting the slope surface;

[0011] A planting soil layer is arranged above the slope body and below the cushion plate assembly for providing an ecological planting foundation;

[0012] A storage and drainage assembly is arranged inside the slope body for storing water inside the slope body and draining water when the water storage is excessive;

[0013] An irrigation assembly is arranged at the middle interval of the cushion plate assembly for irrigating the ecological planting environment;

[0014] A water pumping assembly is arranged inside the slope body and below the side of the storage and drainage assembly for pumping river water flow in cooperation with the irrigation assembly;

[0015] A reinforcing assembly is arranged on both sides of the cushion plate assembly and the protective net for reinforcing the cushion plate assembly and the protective net; the reinforcing assembly comprises a rod, an anchoring member and a driving member; the rod is inserted into the soil of the slope body; the anchoring member is arranged at the middle part of the rod for anchoring and expanding in the soil to increase the stability of the rod in the soil; the driving member is inserted into the inner cavity of the rod for driving the anchoring member to open and close through rotation.

[0016] Further, the cushion plate assembly comprises a slope protection plate arranged on the slope surface of the slope body, the slope protection plate is provided with embedded grooves at equal intervals, the slope protection plate is provided with a net groove transversely, the embedded grooves are provided with slope protection bricks, and the middle part of the slope protection bricks is provided with a green plant hole.

[0017] Further, the planting soil layer is arranged below the slope protection plate and comprises, from top to bottom, a pebble layer, a fine soil layer and a sandstone layer.

[0018] Further, the storage and drainage assembly comprises a first water storage tank arranged at the upper end inside the slope body, a communication pipe arranged at one side of the first water storage tank at equal intervals, a second water storage tank arranged at the other end of the communication pipe, and a drainage pipe arranged at one side of the second water storage tank at equal intervals.

[0019] The communication pipe is located at two-thirds of the height of one side of the first water storage tank, and the other end is communicated with one side of the second water storage tank, and the drain pipe is located at two-thirds of the height of the other side of the second water storage tank, and the other end is communicated with the river channel.

[0020] Further, the irrigation assembly comprises a first water pump arranged at the bottom of the inner cavity of the first and second water storage tanks, an inclined pipe is mounted at the output end of the first water pump, the inclined pipe penetrates the slope body and the net tank, and a shower head is mounted thereon, the shower head is in the shape of a round cake, and water spray holes are equidistantly arranged on the side surface.

[0021] Further, the water pumping assembly comprises a second water pump mounted in the second water storage tank, a water pumping pipe is mounted at the input end of the second water pump, the water pumping pipe is communicated with the river channel, a water conveying pipe is mounted at the output end of the second water pump, the water conveying pipe is communicated with the first water storage tank, and the communication port is located at three-fourths of the height of the side wall of the first water storage tank.

[0022] Further, the rod further comprises a rod body, an auxiliary tongue is fixedly mounted on the outer side of the upper portion of the rod body, fixing nails are fixedly mounted on the two sides of the auxiliary tongue, a first internal thread is formed in the upper portion of the inner cavity of the rod body, a cartridge opening is formed in the middle portion of the outer side of the rod body, and a nail bottom is fixedly mounted at the bottom of the rod body.

[0023] Further, the anchor further comprises a moving ring movably arranged in the lower portion of the inner cavity of the rod body, a second internal thread is arranged on the inner side of the moving ring, an outer fixing block is arranged on the outer side of the moving ring and located in the cartridge opening, a support rod is movably arranged on the outer side of the outer fixing block through a pin shaft, an anchor plate is mounted at the other end of the support rod through a pin shaft and a lug, a fixing ring is fixedly mounted in the middle portion of the inner cavity of the rod body, a hinge plate is fixedly mounted on the outer side of the lower end of the fixing ring and located in the inner side of the upper end of the cartridge opening, and the hinge plate is fixedly connected to the inner side of the anchor plate.

[0024] Further, the driving member further comprises a driving rod, the driving rod is inserted into the inner cavity of the rod body, a first external thread is arranged on the outer side of the upper end of the driving rod, used for cooperating with the first internal thread of the inner cavity of the rod body, a handle is fixedly mounted at the top end of the driving rod, a second external thread is arranged on the outer side of the lower end of the driving rod, used for cooperating with the second internal thread of the inner side of the moving ring.

[0025] According to the second aspect of the present disclosure, a construction process of a prefabricated ecological cofferdam is provided, which is applied to the first aspect and comprises the following steps:

[0026] S1, the slope is pretreated, the slope surface of the slope is cleaned of impurities, and the slope surface is trimmed to a preset slope;

[0027] S2, lay the planting soil layer, sand layer, fine soil layer and gravel layer are laid on the slope body from bottom to top after the slope body is trimmed, the planting soil layer is formed, and an ecological planting foundation is provided;

[0028] S3, install the cushion plate assembly, lay the slope protection plate above the gravel layer of the planting soil layer, install the slope protection bricks in the embedded slots of the slope protection plate, a green plant hole is formed in the middle of the slope protection bricks, and a net slot is arranged on the slope protection plate to ensure that rainwater can permeate into the planting soil layer;

[0029] S4, install the storage and drainage assembly, groove the groove body at the upper end of the slope body and arrange the first water storage tank, groove the groove body below the side of the first water storage tank in the slope body and arrange the second water storage tank, connect a plurality of communication pipes at the position of two-thirds of the height of the side of the first water storage tank, so that the other end of the communication pipe communicates with the side of the second water storage tank, connect a plurality of drainage pipes at the position of two-thirds of the height of the other side of the second water storage tank, so that the other end of the drainage pipe extends to the river, and the water in the slope body is stored and drained when there is too much water;

[0030] S5, install the irrigation assembly, install the first water pump at the bottom of the inner cavity of the first water storage tank and the second water storage tank respectively, connect the inclined pipe to the output end of the first water pump, make the inclined pipe penetrate the slope body and the net slot in sequence, install the spray head on the end of the inclined pipe above the net slot, the spray head is in the shape of a round cake and a plurality of water spray holes are arranged on the side surface at equal intervals, and the ecological planting environment is irrigated;

[0031] S6, install the water pumping assembly, install the second water pump in the second water storage tank, connect the water pumping pipe to the input end of the second water pump, extend the end of the water pumping pipe away from the second water pump to the river and communicate with the river, and connect the water conveying pipe to the output end of the second water pump, so that the end of the water conveying pipe away from the second water pump communicates with the first water storage tank, and the communication port is located at the position of three-fourths of the height of the side wall of the first water storage tank, and the river water flow is pumped to cooperate with the irrigation assembly;

[0032] S7, install the reinforcing assembly on both sides of the cushion plate assembly and the protective net to reinforce the cushion plate assembly and the protective net, insert the rod body of the rod into the soil of the slope body, embed the nail bottom at the bottom of the rod body into the deep layer of the soil, and make the auxiliary tongue on the outer side of the upper part of the rod body adhere to the surface of the slope body, and further fix the upper part of the rod body through the fixing nails on both sides of the auxiliary tongue; insert the driving rod into the inner cavity of the rod, so that the first external thread on the outer side of the upper end of the driving rod cooperates with the first internal thread on the upper part of the inner cavity of the rod, and the second external thread on the outer side of the lower end of the driving rod cooperates with the second internal thread on the inner side of the moving ring; rotate the handle at the top end of the driving rod to drive the moving ring to move upward along the inner cavity of the rod, so that the supporting rod pushes the anchor plate to open outward around the hinge plate, the anchor plate is anchored in the soil, and the stability of the rod in the soil is increased;

[0033] S8. Install the protective netting, fix the protective netting above the slope where it is close to the river, and connect and fix it to the poles of the reinforcement components on both sides.

[0034] S9. Perform system debugging, start the second and first water pumps, and check the connectivity of the water pumping and conveying pipelines and whether the irrigation, storage and drainage functions are normal.

[0035] Compared with existing technologies, the prefabricated ecological cofferdam and its construction process provided by this invention have the following beneficial effects:

[0036] 1. By deeply integrating the slope protection structure with ecological planting, vegetation is directly implanted through the slope protection bricks and planting holes in the pad assembly, combined with a layered planting soil consisting of a pebble layer, a fine soil layer, and a sand and gravel layer, forming a stable ecological matrix. This design breaks through the limitations of traditional cofferdams that only focus on physical protection, achieving an organic combination of engineering structure and natural ecology, significantly enhancing the slope's soil and water conservation capacity, reducing soil erosion; the root system of the vegetation further stabilizes the slope, improving the long-term stability of the cofferdam; at the same time, it beautifies the river environment, promotes ecological restoration, and conforms to the concept of sustainable development.

[0037] 2. A self-regulating water resource management system was constructed by integrating storage and drainage components, pumping components, and irrigation components. Through the tiered water storage of the first and second storage tanks and the automatic overflow design of the connecting and drainage pipes, combined with water pumps drawing water from the river, on-site storage, efficient utilization, and safe discharge of rainwater resources were achieved. This allows for automatic water storage during the rainy season to prevent flooding, and supplementary irrigation during the dry season to ensure the survival of vegetation. Excess water can be discharged back into the river, forming a closed-loop water cycle, greatly improving water resource utilization efficiency, reducing maintenance costs, and enhancing the cofferdam's adaptability to climate change.

[0038] 3. By adopting prefabricated construction technology, each component can be prefabricated and quickly assembled on-site. The reinforcement components are innovatively designed with an adjustable anchoring system consisting of rods, anchors, and driving components. The opening and closing of the anchor plate in the soil is controlled by the threaded drive rod mechanical control; thus, construction efficiency is greatly improved, and on-site operation time and environmental impact are reduced. The adjustable reinforcement mechanism allows the anchoring depth and force to be flexibly adjusted according to geological conditions, enhancing the anchoring force and overall anti-slip capacity of the cofferdam in different soils, ensuring the reliability and durability of the engineering structure. Attached Figure Description

[0039] 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 invention. For those skilled in the art, other drawings can be obtained based on these drawings.

[0040] Figure 1 This is a schematic diagram of the overall structure provided in an embodiment of the present invention;

[0041] Figure 2 This is a schematic diagram of the pad assembly structure provided in an embodiment of the present invention;

[0042] Figure 3 This is a schematic diagram of the structure of the storage and drainage assembly and the irrigation assembly provided in the embodiments of the present invention;

[0043] Figure 4 This is a schematic diagram of the pumping assembly structure provided in an embodiment of the present invention;

[0044] Figure 5 This is a schematic diagram of the overall structure of the reinforcement component provided in an embodiment of the present invention;

[0045] Figure 6 This is a schematic diagram of the anchor structure provided in an embodiment of the present invention;

[0046] Figure 7 This is a cross-sectional schematic diagram of the reinforcement component provided in an embodiment of the present invention.

[0047] Explanation of reference numerals in the attached figures:

[0048] 100. Slope; 200. Pad assembly; 201. Slope protection board; 202. Embedded groove; 203. Mesh trough; 204. Slope protection brick; 205. Planting hole; 300. Planting soil layer; 301. Pebble layer; 302. Fine soil layer; 303. Sand and gravel layer; 400. Storage and drainage assembly; 401. First water storage tank; 402. Connecting pipe; 403. Second water storage tank; 404. Drainage pipe; 500. Irrigation assembly; 501. First water pump; 502. Inclined pipe; 503. Sprinkler head; 600. Pumping assembly; 601. Pumping pipe; 602. Second water pump; 603. Transport... Water pipe; 700, Reinforcing component; 701, Rod; 7011, Rod body; 7012, Auxiliary tongue; 7013, Fixing nail; 7014, First internal thread; 7015, Compartment opening; 7016, Nail bottom; 702, Anchor; 7021, Moving ring; 7022, Second internal thread; 7023, External fixing block; 7024, Support rod; 7025, Anchor plate; 7026, Fixing ring; 7027, Hinge plate; 703, Driving component; 7031, Driving rod; 7032, First external thread; 7033, Throttle; 7034, Second external thread; 800, Protective net. Detailed Implementation

[0049] To enable those skilled in the art to better understand the technical solution of the present invention, the present invention will be further described in detail below with reference to the accompanying drawings.

[0050] Example 1:

[0051] This invention provides a prefabricated ecological cofferdam, as shown in the attached figure. Figure 1 As shown, the cofferdam includes a slope 100 and a protective net 800. The protective net 800 is installed above the slope 100 near the river channel for personnel protection. The slope 100 serves as the load-bearing foundation of the entire cofferdam, providing a carrier for the installation of all functional components. Its sloping structure directly determines the protection angle and stability of the cofferdam. The modified slope surface can effectively disperse the impact pressure of the water flow and reduce the risk of soil erosion. The core function of the protective net 800 is personnel protection, preventing personnel from accidentally falling into the river channel during construction and subsequent maintenance. At the same time, it can also help block some floating debris from contacting the slope 100, reducing the impact damage of debris on the slope surface and components, and improving the safety of the cofferdam.

[0052] As attached Figure 2 As shown, the pad assembly 200 is set at the slope of the slope 100 to compact the slope surface; it includes a slope protection plate 201 set on the slope of the slope 100, with embedded grooves 202 equidistantly through the slope protection plate 201, and a mesh groove 203 arranged laterally on the slope protection plate 201. Slope protection bricks 204 are installed in the embedded grooves 202, and greening holes 205 are through the middle of the slope protection bricks 204. The slope protection board 201 compacts the slope surface, improving the overall integrity and flatness of the slope structure and preventing weathering and erosion caused by direct exposure of the slope soil. The equally spaced embedding grooves 202 on the board provide precise installation positioning for the slope protection bricks 204, while the horizontally set mesh grooves 203 provide channels for rainwater infiltration, irrigation water flow, and subsequent irrigation component 500 pipeline layout. The embedding grooves 202, through their equally spaced through-hole design, ensure that the slope protection bricks 204 are laid evenly, forming a stable overall structure with the slope protection board 201 and preventing the displacement of individual slope protection bricks 204. At the same time, the reserved installation gaps can accommodate minor soil settlement, improving the structural adaptability. The mesh grooves 203 can guide rainwater to quickly infiltrate to the lower planting soil layer 300, preventing rainwater from accumulating on the slope surface and forming runoff that erodes the slope. On the other hand, they provide space for the layout of the inclined pipes 502 and nozzles 503 of the irrigation component 500, ensuring that the irrigation water can accurately act on the green area above the planting soil layer 300. The slope protection brick 204 further enhances the slope compaction effect and disperses the external forces borne by the slope. The greening hole 205 that runs through the middle provides a carrier for ecological planting, allowing the roots of the green plants to penetrate the slope protection brick 204 and reach the lower planting soil layer 300, realizing the combination of engineering protection and ecological slope stabilization. The roots of the green plants can also further entwine the soil and improve the stability of the slope 100.

[0053] As attached Figure 3As shown, the planting soil layer 300 is located below the slope protection slab 201, and consists of a pebble layer 301, a fine soil layer 302, and a sand and gravel layer 303 arranged sequentially from top to bottom to provide an ecological planting foundation. The pebble layer 301 filters impurities in rainwater and irrigation water, preventing them from clogging the pores of the lower soil layer. Simultaneously, its larger particle spacing improves soil aeration and water permeability, providing sufficient oxygen for plant root respiration and mitigating the erosion of the lower fine soil layer 302 by water flow, thus protecting the planting foundation. The fine soil layer 302 serves as the core nutrient layer for plant growth. The first layer, rich in organic matter and nutrients needed for plant growth, provides a carrier for plant roots to attach to and absorb nutrients. Its fine particles can store an appropriate amount of water, balance soil moisture, and ensure water supply for plants during dry periods. The gravel layer 303 has larger particles and a loose structure, which is used to improve the drainage performance of the planting soil layer 300 and prevent rainwater or irrigation water from accumulating at the bottom of the fine soil layer 302, which can lead to root rot. At the same time, it can enhance the overall bearing capacity of the planting soil layer 300, prevent the upper soil from settling and deforming, and provide stable support for the entire planting soil layer 300.

[0054] As attached Figure 3 As shown, the water storage and drainage assembly 400 is installed inside the slope 100 to store water inside the slope 100 and discharge excess water when necessary. It includes a first water storage tank 401 located at the upper end inside the slope 100, a connecting pipe 402 equidistantly arranged on one side of the first water storage tank 401, a second water storage tank 403 arranged at the other end of the connecting pipe 402, and a drain pipe 404 equidistantly arranged on one side of the second water storage tank 403. The second water storage tank 403 serves to divert water and increase the water storage capacity of the entire water storage and drainage assembly 400.

[0055] One end of the connecting pipe 402 is located at two-thirds of the height of the first water storage tank 401, and the other end is connected to the side of the second water storage tank 403 to achieve water balance between the two water storage tanks. When the water volume of the first water storage tank 401 reaches two-thirds of the height (safe water storage threshold), the excess water flows into the second water storage tank 403 automatically through the connecting pipe 402 to prevent the water volume of the first water storage tank 401 from overflowing and causing the soil moisture content of the slope 100 to be too high, which may lead to softening and landslide.

[0056] One end of the drainage pipe 404 is located at two-thirds of the height on the other side of the second water storage tank 403, and the other end is connected to the river channel. It is used to discharge excess water and prevent excessive water volume in the two water storage tanks from causing excessive internal pressure in the slope 100. When the water volume in the second water storage tank 403 reaches two-thirds of the height, the excess water is automatically discharged back into the river channel through the drainage pipe 404 to realize water resource recycling and at the same time ensure the structural safety of the slope 100.

[0057] As attached Figure 3As shown, the irrigation component 500 is located at the middle interval of the pad assembly 200 and is used to irrigate the ecological planting environment; it includes a first water pump 501 located at the bottom of the inner cavity of the first water storage tank 401 and the second water storage tank 403. The output end of the first water pump 501 is equipped with an inclined pipe 502, which penetrates the slope 100 and the mesh trough 203 and is equipped with a nozzle 503. The nozzle 503 is disc-shaped and has spray holes equidistantly opened on the side. The first water pump 501 is used to pump water stored in the water storage tank and deliver it to the inclined pipe 502. Its installation at the bottom can maximize the use of water resources in the water storage tank and avoid water waste. At the same time, the stable pumping power ensures uniform pressure of irrigation water flow. The inclined pipe 502 is used to deliver irrigation water flow. Its inclined layout is adapted to the slope angle of the slope 100 and can accurately guide the water flow to the green area of ​​the slope. At the same time, the design of the through mesh trough 203 avoids the pipe from being exposed and damaged, and improves the service life of the pipe. The disc-shaped nozzle 503 can make the water flow cover a wider range.

[0058] As attached Figure 4 As shown, the pumping assembly 600 is located inside the slope 100 and below the storage and drainage assembly 400, and is used to pump water from the river to cooperate with the irrigation assembly 500. It includes a second pumping pump 602 installed in the second storage tank 403. The input end of the second pumping pump 602 is equipped with a pumping pipe 601, which is connected to the river. The output end of the second pumping pump 602 is equipped with a water delivery pipe 603, which is connected to the first storage tank 401, and the connection port is located at three-quarters of the height of the side wall of the first storage tank 401. The second pump 602 can draw river water through the pumping pipe 601 and transport it to the delivery pipe 603. It is set in the second water storage tank 403, which can use the protection of the water storage tank to prevent the pump from directly contacting the soil and causing damage. At the same time, it is close to the lower side of the river, which shortens the laying distance of the pumping pipe 601 and improves the pumping efficiency. The delivery pipe 603 is used to transport the pumped river water to the first water storage tank 401. The connection port is set at three-quarters of the height, which can prevent the water flow from directly impacting the bottom of the water storage tank and causing impurities to surge. At the same time, it reserves a certain water storage buffer space for the first water storage tank 401 to ensure water storage safety.

[0059] As attached Figure 5 As shown, the reinforcement component 700 is disposed on both sides of the pad assembly 200 and the protective net 800 to reinforce the pad assembly 200 and the protective net 800; it includes a rod 701, an anchor 702, and a drive component 703; the rod 701 is inserted into the soil of the slope 100; the anchor 702 is disposed in the middle of the rod 701 and is used to open and anchor in the soil to increase the stability of the rod 701 in the soil; the drive component 703 is inserted into the inner cavity of the rod 701 and is used to drive the anchor 702 to open and close by rotation.

[0060] As attached Figure 6As shown, the pole 701 also includes a pole body 7011. An auxiliary tongue 7012 is fixedly installed on the upper outer side of the pole body 7011. Fixing nails 7013 are fixedly installed on both sides of the auxiliary tongue 7012. A first internal thread 7014 is formed on the upper part of the inner cavity of the pole body 7011. A slot 7015 is formed on the middle of the outer side of the pole body 7011. A nail bottom 7016 is fixedly installed on the bottom of the pole body 7011. The pole body 7011 is inserted into the soil of the slope 100 and can directly withstand the lateral pressure of the protective net 800, transferring the pressure to the deep soil and improving the structural stability. The auxiliary tongue 7012, together with the fixing nails 7013, forms a multi-point fixation after the fixing nails 7013 are inserted into the surface soil, further improving the connection between the auxiliary tongue 7012 and the slope 100, and assisting the pole body 7011 in resisting lateral tension and preventing the pole body 7011 from shifting. The opening 7015 provides telescopic space for the support rod 7024 and the anchor plate 7025, allowing the anchor plate 7025 to extend and open from the opening 7015 under the action of the drive component 703, achieving an anchoring connection with the deep soil. The nail bottom 7016 has a pointed design, which facilitates the insertion of the rod 7011 into the deep soil, while enhancing the load-bearing capacity of the bottom of the rod 7011, preventing the rod 7011 from sinking after insertion, and improving the overall stability of the rod 7011.

[0061] As attached Figure 6 and attached Figure 7As shown, the anchor 702 also includes a movable ring 7021 movably disposed in the lower part of the inner cavity of the rod 7011. The inner side of the movable ring 7021 is provided with a second internal thread 7022. An outer fixing block 7023 is provided on the outer side of the movable ring 7021 and located inside the opening 7015. A support rod 7024 is movably disposed on the outer side of the outer fixing block 7023 via a pin. An anchor plate 7025 is installed on the other end of the support rod 7024 via a pin and a lug. A fixing ring 7026 is fixedly installed in the middle of the inner cavity of the rod 7011. A hinge plate 7027 is fixedly installed on the outer side of the lower end of the fixing ring 7026 and on the inner side of the upper end of the opening 7015. The hinge plate 7027 is fixedly connected to the inner side of the anchor plate 7025. The second internal thread 7022 on the inner side of the moving ring 7021 engages with the second external thread 7034 at the lower end of the drive rod 7031, allowing it to move axially along the rod body 7011 when the drive rod 7031 rotates. This movement drives the support rod 7024 to extend and retract, providing power for the opening of the anchor plate 7025. The axial movement of the moving ring 7021 is converted into the radial extension and retraction of the support rod 7024 by the external fixing block 7023, while limiting the movement trajectory of the support rod 7024 to ensure precise extension and retraction. The support rod 7024 is used to transmit the power of the moving ring 7021, pushing the anchor plate 7025 to open. Its movable connection design can adapt to different opening angles of the anchor plate 7025, improving the adaptability of the anchor 702. Anchor plate 7025 is connected to support rod 7024 via pin and lug, and is fixed to hinge plate 7027 on its inner side. Under the push of support rod 7024, it can open outward around hinge plate 7027, embedding itself into deep soil to form a large-area force-bearing surface, significantly improving the friction and anchoring force between anchor 702 and soil, and preventing rod 701 from being pulled out. Fixing ring 7026 is fixed in the middle of the inner cavity of rod 7011, providing an installation carrier for hinge plate 7027, while limiting the upper limit of movement of moving ring 7021, preventing excessive upward movement of moving ring 7021 that could damage anchor plate 7025 due to excessive opening angle; hinge plate 7027 provides a rotation fulcrum for anchor plate 7025, allowing anchor plate 7025 to open or close smoothly, while also enhancing the connection between anchor plate 7025 and rod 7011, preventing anchor plate 7025 from falling off under stress.

[0062] As attached Figure 6 As shown, the driving component 703 also includes a driving rod 7031, which is inserted into the inner cavity of the rod body 7011. The upper outer side of the driving rod 7031 has a first external thread 7032, which engages with a first internal thread 7014 within the inner cavity of the rod body 7011. A handle 7033 is fixedly mounted on the top of the driving rod 7031, and a second external thread 7034 is provided on the lower outer side of the driving rod 7031, which engages with a second internal thread 7022 on the inner side of the moving ring 7021. The second internal thread 7022 engages with the second internal thread 7022 of the moving ring 7021, converting the rotational motion of the driving rod 7031 into the axial movement of the moving ring 7021, providing precise power output for the opening of the anchor plate 7025.

[0063] Example 2:

[0064] A construction process for a prefabricated ecological cofferdam, applied in Example 1, includes the following steps:

[0065] S1. Perform slope pretreatment, clean impurities from the slope surface of the slope 100, and trim the slope to the preset slope.

[0066] S2. Laying the planting soil layer 300: On the trimmed slope 100, from bottom to top, a sand and gravel layer 303, a fine soil layer 302, and a pebble layer 301 are laid sequentially to form the planting soil layer 300, which provides the foundation for ecological planting. On the trimmed slope 100, the sand and gravel layer 303 is laid sequentially from bottom to top, with uniform thickness and sufficient compaction to ensure structural stability and good drainage. A fine soil layer 302 is laid on top of the sand and gravel layer 303. During the laying process... Spread the soil evenly and compact it appropriately to ensure that the fine soil layer 302 and the gravel layer 303 are in close contact and to avoid gaps. The thickness of the fine soil layer 302 should meet the growth needs of the green plants, while leaving space for it to be in contact with the pebble layer 301. Lay the pebble layer 301 on top of the fine soil layer 302. The pebble particles should be evenly distributed and the thickness should be such that it can effectively filter impurities without affecting the penetration of the green plant roots. After completion, ensure that the entire planting soil layer 300 is flat and in close contact with the slope protection board 201 that will be laid later.

[0067] S3. Install the base plate assembly 200. Lay the slope protection plate 201 on top of the pebble layer 301 of the planting soil layer 300. Install slope protection bricks 204 in the pre-set embedding grooves 202 of the slope protection plate 201. The slope protection bricks 204 have greening holes 205 through the middle. At the same time, horizontally arrange the mesh grooves 203 on the slope protection plate 201, so that the mesh grooves 203 are set to fit the slope 100 to ensure that rainwater can penetrate into the planting soil layer 300. Lay the slope protection plate 201 piece by piece on the slope surface of the trimmed slope 100 to ensure slope protection. The slope protection board 201 is fitted to the slope surface, and an appropriate expansion gap is reserved between adjacent slope protection boards 201 to avoid damage to the slope protection board 201 due to soil settlement in the later stage. During the laying process, it is simultaneously ensured that the mesh groove 203 on the slope protection board 201 is horizontally connected to facilitate the subsequent pipeline laying. The slope protection brick 204 is embedded into the embedding groove 202 of the slope protection board 201 to ensure that the slope protection brick 204 is installed firmly and flat, and the gap between adjacent slope protection bricks 204 is uniform. At the same time, it is checked whether the greening hole 205 in the middle of the slope protection brick 204 is unobstructed to prepare for subsequent ecological planting.

[0068] S4. Install the water storage and drainage assembly 400. Excavate a trench at the upper end of the slope 100 and install a first water storage tank 401. Excavate a trench below and to the side of the slope 100 corresponding to the first water storage tank 401 and install a second water storage tank 403. Connect several connecting pipes 402 at two-thirds of the height of one side of the first water storage tank 401, so that the other end of the connecting pipes 402 is connected to one side of the second water storage tank 403. Connect several drainage pipes 404 at two-thirds of the height of the other side of the second water storage tank 403, so that the other end of the drainage pipes 404 extends to the river channel, realizing water storage inside the slope 100 and drainage when there is excessive water. Excavate the trenches for the first water storage tank 401 and the second water storage tank 403 inside the slope 100 according to the design location. The trench dimensions are... The dimensions and depth meet the design requirements. After excavation, the inner wall of the trench is repaired and compacted to prevent soil collapse. Ensure that the first water storage tank 401 is located at the upper end of the slope 100 and the second water storage tank 403 is located to its side and below, maintaining a reasonable height difference between the two. Open an interface at two-thirds of the height on one side of the first water storage tank 401, fix one end of the connecting pipe 402 to the interface and seal it, and extend the other end to the corresponding interface of the second water storage tank 403. After fixing, seal the interface to ensure that the pipeline is unobstructed and leak-free. Open an interface at two-thirds of the height on the other side of the second water storage tank 403, fix one end of the drainage pipe 404 to the interface and seal it, and extend the other end to the river channel to ensure that the drainage pipe 404 is laid smoothly without bends and the interface is tightly sealed to prevent water leakage.

[0069] S5. Install irrigation components 500. Install first water pumps 501 at the bottom of the inner cavities of the first water storage tank 401 and the second water storage tank 403 respectively. Connect an inclined pipe 502 to the output end of the first water pump 501, so that the inclined pipe 502 passes through the slope 100 and the mesh trough 203 in sequence. Install a nozzle 503 at the end of the inclined pipe 502 above the mesh trough 203. The nozzle 503 is disc-shaped and has spray holes evenly spaced on its side for irrigating the ecological planting environment. Fix the first water pumps 501 to the bottom of the inner cavities of the first water storage tank 401 and the second water storage tank 403 respectively, ensuring that the pumps are firmly installed and connected to the troughs. The bottom of the body fits tightly to prevent shaking during operation; the water pump power cord is connected to ensure stable power supply; one end of the inclined tube 502 is connected to the output end of the first water pump 501, and the interface is sealed; the other end is laid along the inside of the slope 100, passing through the mesh groove 203 of the slope 100 and the slope protection board 201, and extending to the preset position in the green area of ​​the slope, ensuring that the inclined tube 502 is laid flat, firm, and undamaged; the nozzle 503 is fixedly installed at the end of the inclined tube 502, ensuring that the nozzle 503 is installed firmly and the water spray hole faces the green area; after installation, the water spraying effect of the nozzle 503 is tested, and the angle of the nozzle 503 is adjusted to ensure that the water flow is even.

[0070] S6. Install the pumping assembly 600. Install the second pumping pump 602 inside the second water storage tank 403. Connect the pumping pipe 601 to the input end of the second pumping pump 602, so that the end of the pumping pipe 601 away from the second pumping pump 602 extends to the river and connects to the river. Connect the water delivery pipe 603 to the output end of the second pumping pump 602, so that the end of the water delivery pipe 603 away from the second pumping pump 602 connects to the first water storage tank 401, and the connection port is located at three-quarters of the height of the side wall of the first water storage tank 401, for pumping river water to cooperate with the irrigation assembly 500. Fix the second pumping pump 602 inside the second water storage tank 403, ensuring that the pump is installed firmly. Place the pump 601 near the river channel for easy connection; connect the water pump power cord and test the pump's operation; connect one end of the pump 601 to the input end of the second water pump 602 and seal the interface; extend the other end to the river channel, ensuring that the end of the pump 601 is below the river water level and is firmly fixed to prevent displacement caused by water flow impact; seal the interface to prevent air leakage from affecting pumping efficiency; connect one end of the water delivery pipe 603 to the output end of the second water pump 602 and seal the interface; extend the other end to the first water storage tank 401, and open an interface at three-quarters of the height of the side wall of the first water storage tank 401 to fix and seal the water delivery pipe 603, ensuring unobstructed pipeline connection and no leakage.

[0071] S7. Reinforcing components 700 are installed on both sides of the pad assembly 200 and both sides of the protective net 800 to complete the reinforcement of the pad assembly 200 and the protective net 800. The rod body 7011 of the rod 701 is inserted into the soil of the slope 100, so that the nail bottom 7016 at the bottom of the rod body 7011 is embedded in the deep soil layer. The auxiliary tongue 7012 on the upper outer side of the rod body 7011 fits against the surface of the slope 100, and the upper part of the rod body 7011 is further fixed by the fixing nails 7013 on both sides of the auxiliary tongue 7012. The driving rod 7031 is inserted into the inner cavity of the rod body 7011 to drive the rod body 7031. The first external thread 7032 on the outer side of the upper end of the moving rod 7031 engages with the first internal thread 7014 on the upper part of the inner cavity of the rod body 7011, and the second external thread 7034 on the outer side of the lower end of the driving rod 7031 engages with the second internal thread 7022 on the inner side of the moving ring 7021; rotating the handle 7033 at the top of the driving rod 7031 drives the moving ring 7021 to move upward along the inner cavity of the rod body 7011, causing the support rod 7024 to push the anchor plate 7025 to open outward around the hinge plate 7027, thereby realizing the opening and anchoring of the anchor plate 7025 in the soil and increasing the stability of the rod 701 in the soil;

[0072] According to the design location, determine the insertion points of the poles 701 on both sides of the pad assembly 200 and both sides of the protective net 800; with the nail bottom 7016 of the pole 701 facing down, insert the pole 7011 into the soil of the slope 100 by hammering or other means, ensuring that the insertion depth of the pole 7011 is up to standard, the nail bottom 7016 is embedded in the deep soil, and the auxiliary tongue 7012 fits against the surface soil of the slope 100; hammer the fixing nails 7013 on both sides of the auxiliary tongue 7012 into the surface soil of the slope 100, ensuring that the fixing nails 7013 are fully embedded, strengthening the connection between the upper part of the pole 7011 and the slope 100, and preventing the upper part of the pole 7011 from shaking; move the movable ring 7021. Installed in the lower part of the inner cavity of the rod 7011, ensuring that the moving ring 7021 can move smoothly along the axial direction of the rod 7011; the outer fixing block 7023 is fixed to the outside of the moving ring 7021, ensuring that it is located inside the opening 7015 of the rod 7011; one end of the support rod 7024 is connected to the outer fixing block 7023 by a pin, and the other end is connected to the anchor plate 7025 by a pin and a lug; the fixing ring 7026 is fixed in the middle of the inner cavity of the rod 7011, and a hinge plate 7027 is installed on the outer side of the lower end of the fixing ring 7026. The other end of the hinge plate 7027 is fixed to the inner side of the anchor plate 7025, ensuring that the anchor plate 7025 can rotate flexibly around the hinge plate 7027;

[0073] The drive rod 7031 is inserted into the inner cavity of the rod body 7011, so that the first external thread 7032 at the upper end of the drive rod 7031 engages with the first internal thread 7014 of the rod body 7011, and the second external thread 7034 at the lower end of the drive rod 7031 engages with the second internal thread 7022 of the moving ring 7021; the operator rotates the handle 7033 at the top of the drive rod 7031, causing the drive rod 7031 to rotate axially along the rod body 7011 and move upward, thereby causing the moving ring 7021 to move upward along the inner cavity of the rod body 7011; during the upward movement of the moving ring 7021, the support rod 7024 is pushed outward by the outer fixing block 7023, and the support rod 7024 extends outward. The pole 7024 drives the anchor plate 7025 to open outward around the hinge plate 7027 until the anchor plate 7025 is fully embedded in the deep soil, completing the anchoring and enhancing the stability of the pole 701 in the soil; the protective net 800 is laid on the slope 100 above the river channel, and the edge of the protective net 800 is fixedly connected to the poles 701 that have been installed on both sides to ensure a firm connection, thereby reinforcing the protective net 800 through the stability of the poles 701; at the same time, the positional relationship between the pad assembly 200 and the pole 701 is checked to ensure that the pole 701 provides lateral support to the pad assembly 200, thereby reinforcing the pad assembly 200.

[0074] S8. Install the protective net 800. Fix the protective net 800 above the slope 100 near the river channel and connect it to the poles 701 of the reinforcement components 700 on both sides. After the poles 701 of the reinforcement components 700 are installed, lay the protective net 800 at the preset position above the slope 100 near the river channel, adjust the flatness of the protective net 800, and then firmly connect the edge of the protective net 800 to the poles 701 on both sides. The protective net 800 is fixed by the stable structure of the reinforcement components 700, thus completing the installation and reinforcement of the protective net 800.

[0075] S9. Perform system debugging, start the second water pump 602 and the first water pump 501, and check the connectivity of the water pumping and water delivery pipes 603 and whether the irrigation, storage and drainage functions are normal.

[0076] The specific implementation process is as follows:

[0077] During the rainy season: Rainwater falls on the surface of the slope 100 and seeps into the planting soil layer 300 through the mesh grooves 203 of the slope protection board 201. Some rainwater further seeps into the first water storage tank 401 and the second water storage tank 403 inside the slope 100 to collect rainwater. When the water volume of the first water storage tank 401 reaches two-thirds of its height, the excess rainwater flows into the second water storage tank 403 through the connecting pipe 402. When the water volume of the second water storage tank 403 reaches two-thirds of its height, the excess rainwater is discharged back into the river through the drainage pipe 404 to avoid excessive soil moisture content on the slope 100 and to achieve rainwater recycling.

[0078] During the dry season: The second pump 602 of the pumping assembly 600 is activated to draw water from the river through the pumping pipe 601 and transport it to the first water storage tank 401 through the water conveying pipe 603. When the water volume in the first water storage tank 401 reaches three-quarters of its height, pumping is stopped or the water is diverted to the second water storage tank 403 through the connecting pipe 402. The first pump 501 of the irrigation assembly 500 is activated to transport the stored water in the first water storage tank 401 and the second water storage tank 403 to the sprinkler head 503 through the inclined pipe 502. The sprinkler head 503 sprays the water evenly onto the green area to achieve irrigation. Excess irrigation water seeps into the planting soil layer 300 through the mesh trough 203 and then replenishes the water storage tank, forming a water resource cycle to ensure the growth of green plants.

[0079] The reinforcing component 700 has rods 701 installed on both sides of the base plate assembly 200 and the protective net 800. It achieves its own stability through deep anchoring of the anchors 702, thereby providing lateral support for the base plate assembly 200 and preventing the base plate assembly 200 from shifting when impacted by water flow or soil settlement. At the same time, through the fixed connection with the protective net 800, it ensures the installation stability of the protective net 800 and avoids damage to the protective net 800 by water flow or external forces. The stability of the reinforcing component 700 provides structural protection for the entire cofferdam system and ensures that other components can function normally.

[0080] The slope 100 provides the installation foundation for all components. The pad assembly 200 and the planting soil layer 300 achieve slope compaction and ecological planting. The reinforcement assembly 700 ensures the stability of the pad assembly 200 and the protective net 800, and the protective net 800 provides personnel safety protection. The water storage and drainage assembly 400 realizes water resource storage and discharge. The pumping assembly 600 replenishes the water source for the water storage and drainage assembly 400. The irrigation assembly 500 uses the stored water of the water storage and drainage assembly 400 for ecological irrigation. All components support each other and work together to ultimately achieve the functions of slope protection, ecological sustainability and safe use of the cofferdam.

[0081] The foregoing has only described certain exemplary embodiments of the present invention by way of illustration. 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 foregoing 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 prefabricated ecological cofferdam, comprising a slope (100) and a protective net (800), wherein the protective net (800) is disposed above the slope (100) near the river channel for personnel protection; characterized in that: A pad assembly (200) is disposed on the slope (100) for compacting the slope surface; A planting soil layer (300) is disposed above the slope (100) and below the pad assembly (200) to provide an ecological planting base; A water storage and drainage assembly (400) is installed inside the slope (100) to store water inside the slope (100) and discharge water when there is too much water stored. An irrigation component (500) is disposed at the middle interval of the pad assembly (200) for irrigating the ecological planting environment; A pumping assembly (600) is disposed inside the slope (100) and located below the side of the storage and drainage assembly (400) for pumping water from the river channel, in conjunction with the irrigation assembly (500). A reinforcement component (700) is disposed on both sides of the pad assembly (200) and the protective net (800) for reinforcing the pad assembly (200) and the protective net (800); it includes a rod (701), an anchor (702) and a drive component (703); the rod (701) is inserted into the soil of the slope (100); the anchor (702) is disposed in the middle of the rod (701) for opening and anchoring in the soil, thereby increasing the stability of the rod (701) in the soil; the drive component (703) is inserted into the inner cavity of the rod (701) for driving the anchor (702) to open and close by rotation.

2. The prefabricated ecological cofferdam according to claim 1, characterized in that, The pad assembly (200) includes a slope protection plate (201) disposed on the slope (100). The slope protection plate (201) has an embedded groove (202) equidistantly through it. The slope protection plate (201) has a mesh groove (203) arranged laterally. The embedded groove (202) is filled with a slope protection brick (204). The slope protection brick (204) has a greening hole (205) through it in the middle.

3. The prefabricated ecological cofferdam according to claim 2, characterized in that, The planting soil layer (300) is located below the slope protection board (201) and consists of a pebble layer (301), a fine soil layer (302), and a sand and gravel layer (303) arranged from top to bottom.

4. The prefabricated ecological cofferdam according to claim 1, characterized in that, The storage and drainage assembly (400) includes a first water storage tank (401) located at the upper end of the inside of the slope (100), a connecting pipe (402) is provided at equal intervals on one side of the first water storage tank (401), a second water storage tank (403) is provided at the other end of the connecting pipe (402), and a drain pipe (404) is provided at equal intervals on one side of the second water storage tank (403). One end of the connecting pipe (402) is located at two-thirds of the height of the first water storage tank (401) and the other end is connected to the side of the second water storage tank (403). One end of the drain pipe (404) is located at two-thirds of the height of the other side of the second water storage tank (403) and the other end is connected to the river.

5. A prefabricated ecological cofferdam according to claim 4, characterized in that, The irrigation assembly (500) includes a first water pump (501) disposed at the bottom of the inner cavity of the first water storage tank (401) and the second water storage tank (403). An inclined pipe (502) is installed at the output end of the first water pump (501). The inclined pipe (502) penetrates the slope (100) and the mesh trough (203) and is equipped with a nozzle (503). The nozzle (503) is disc-shaped and has spray holes equidistantly opened on the side.

6. A prefabricated ecological cofferdam according to claim 5, characterized in that, The pumping assembly (600) includes a second pump (602) installed in the second water storage tank (403). The input end of the second pump (602) is equipped with a pumping pipe (601) which is connected to the river channel. The output end of the second pump (602) is equipped with a water delivery pipe (603) which is connected to the first water storage tank (401), and the connection port is located at three-quarters of the height of the side wall of the first water storage tank (401).

7. A prefabricated ecological cofferdam according to claim 1, characterized in that, The rod (701) also includes a rod body (7011), an auxiliary tongue (7012) is fixedly installed on the upper outer side of the rod body (7011), fixing nails (7013) are fixedly installed on both sides of the auxiliary tongue (7012), a first internal thread (7014) is opened on the upper part of the inner cavity of the rod body (7011), a slot (7015) is opened on the middle of the outer side of the rod body (7011), and a nail bottom (7016) is fixedly installed on the bottom of the rod body (7011).

8. A prefabricated ecological cofferdam according to claim 7, characterized in that, The anchor (702) further includes a movable ring (7021) movably disposed in the lower part of the inner cavity of the rod (7011). The inner side of the movable ring (7021) is provided with a second internal thread (7022). An outer fixing block (7023) is disposed on the outer side of the movable ring (7021) and inside the opening (7015). A support rod (7024) is movably disposed on the outer side of the outer fixing block (7023) via a pin. An anchor plate (7025) is installed at the other end of the support rod (7024) via a pin and a lug. A fixing ring (7026) is fixedly installed in the middle of the inner cavity of the rod (7011). A hinge plate (7027) is fixedly installed on the outer side of the lower end of the fixing ring (7026) and on the inner side of the upper end of the opening (7015). The hinge plate (7027) is fixedly connected to the inner side of the anchor plate (7025).

9. A prefabricated ecological cofferdam according to claim 8, characterized in that, The driving component (703) further includes a driving rod (7031), which is inserted into the inner cavity of the rod body (7011). The upper outer side of the driving rod (7031) is provided with a first external thread (7032) for cooperating with the first internal thread (7014) of the inner cavity of the rod body (7011). A throttle (7033) is fixedly installed at the top of the driving rod (7031), and the lower outer side of the driving rod (7031) is provided with a second external thread (7034) for cooperating with the second internal thread (7022) on the inner side of the moving ring (7021).

10. A construction process for a prefabricated ecological cofferdam, employing the prefabricated ecological cofferdam as described in any one of claims 1-9, characterized in that, Includes the following steps: S1. Perform slope pretreatment, clean impurities from the slope surface, and trim the slope surface to the preset slope. S2. Laying the planting soil layer: On the trimmed slope, a layer of sand and gravel, a layer of fine soil, and a layer of pebbles are laid from bottom to top to form the planting soil layer, which provides the foundation for ecological planting. S3. Install the base plate assembly, lay the slope protection board on top of the pebble layer of the planting soil layer, install the slope protection bricks in the pre-set embedding groove of the slope protection board, and open the greening hole through the middle of the slope protection bricks; at the same time, the mesh groove is arranged horizontally on the slope protection board so that the mesh groove fits the slope body to ensure that rainwater can penetrate into the planting soil layer. S4. Install the water storage and drainage assembly. Excavate a trench at the upper end of the slope and install a first water storage tank. Excavate a trench at the lower side of the slope corresponding to the first water storage tank and install a second water storage tank. Connect several connecting pipes at two-thirds of the height of one side of the first water storage tank, so that the other end of the connecting pipes is connected to one side of the second water storage tank. Connect several drainage pipes at two-thirds of the height of the other side of the second water storage tank, so that the other end of the drainage pipes extends to the river channel, so as to realize water storage inside the slope and drainage when there is too much water. S5. Install irrigation components. Install first water pumps at the bottom of the inner cavities of the first and second water storage tanks respectively. Connect an inclined pipe to the output end of the first water pump so that the inclined pipe passes through the slope and the mesh trench in sequence. Install a nozzle at the end of the inclined pipe above the mesh trench. The nozzle is disc-shaped and has spray holes equidistantly opened on the side for irrigating the ecological planting environment. S6. Install the pumping assembly. Install a second pumping pump in the second water storage tank. Connect a pumping pipe to the input end of the second pumping pump, so that the end of the pumping pipe away from the second pumping pump extends to the river and connects to the river. Connect a water delivery pipe to the output end of the second pumping pump, so that the end of the water delivery pipe away from the second pumping pump connects to the first water storage tank, and the connection port is located at three-quarters of the height of the side wall of the first water storage tank, for pumping river water to cooperate with the irrigation assembly. S7. Install reinforcement components on both sides of the pad assembly and both sides of the protective net to reinforce the pad assembly and the protective net. Insert the rod body into the slope soil so that the nail bottom of the rod body is embedded deep into the soil. The auxiliary tongue on the outer side of the upper part of the rod body fits against the slope surface, and the upper part of the rod body is further fixed by the fixing nails on both sides of the auxiliary tongue. Insert the drive rod into the inner cavity of the rod body so that the first external thread on the outer side of the upper end of the drive rod engages with the first internal thread on the upper part of the inner cavity of the rod body, and the second external thread on the outer side of the lower end of the drive rod engages with the second internal thread on the inner side of the moving ring. Rotate the handle at the top of the drive rod to drive the moving ring to move upward along the inner cavity of the rod body, so that the support rod pushes the anchor plate to open outward around the hinge plate, realizing the opening and anchoring of the anchor plate in the soil and increasing the stability of the rod in the soil. S8. Install the protective netting, fix the protective netting above the slope where it is close to the river, and connect and fix it to the poles of the reinforcement components on both sides. S9. Perform system debugging, start the second and first water pumps, and check the connectivity of the water pumping and conveying pipelines and whether the irrigation, storage and drainage functions are normal.

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