Hydraulic engineering dike reinforcing structure

Abstract

The invention discloses a hydraulic engineering embankment reinforcing structure, and relates to the technical field of embankment reinforcing, the hydraulic engineering embankment reinforcing structure comprises a base plate, the inner side of the base plate is a landfill material, the whole base plate is of an inclined step-shaped structure, the top of the base plate is provided with a vegetation area, and the base plate is internally provided with a plurality of sets of concrete reinforcement supporting tables; a pre-buried square cavity pipe is fixedly arranged at the top end of each concrete reinforcement supporting table, a partition plate is fixedly installed at one end of the interior of each pre-buried square cavity pipe, a plurality of water passing openings are formed in the end, close to the bottom, of each partition plate, a first one-way valve is fixedly installed in each water passing opening, and a plurality of through openings are formed in one end of each pre-buried square cavity pipe; water can be absorbed from the inner position and the outer position of the dam at the same time through impact of water flow on the protection plate and sent into the vegetation area, and automatic irrigation of shrubs in the vegetation area is achieved; meanwhile, the water content in the base plate can be reduced, the structural stability is guaranteed, and therefore the purpose of comprehensively improving the structural strength of the dam is achieved.

Description

Technical Field

[0001] The invention relates to the technical field of embankment reinforcement, and in particular to a embankment reinforcement structure for a water conservancy project. Background Art

[0002] A dike is a water-retaining structure built along rivers, channels, lakes, coasts, or the edges of flood diversion areas and reclamation areas. Its main function is to resist flooding, block tides and waves, and protect the safety of residents and industrial and agricultural production within the dike. The types of dikes include river dikes, river dikes, lake dikes, sea dikes, etc. According to the dike materials, they can be divided into earth dikes, stone dikes, earth-rock mixed dikes, and concrete flood control walls. In order to improve the structural stability, some current earth dikes and earth-rock mixed dikes will plant plants on the dikes to achieve the effect of soil consolidation.

[0003] After searching, a Chinese patent with publication number CN220394417U discloses a water conservancy project embankment reinforcement structure, including a dam body, a protective plate and a plurality of water collecting units are arranged on one side of the dam body, each of the water collecting units includes a receiving plate, a baffle, a collecting trough and a water trough, the receiving plate is fixedly installed on the bottom of the protective plate, a plurality of baffles are fixedly installed on the top of the receiving plate, a plurality of water troughs are opened on the top of the receiving plate and located between the baffles, a collecting trough is also arranged between the baffles, the water troughs are all connected to the collecting troughs at corresponding positions, and a drainage pipe is fixedly installed on the bottom of the collecting trough.

[0004] Based on the above search and the existing technology, it is found that the current improvement of dam surface drainage mainly focuses on improving drainage efficiency and reducing water retention on the dam surface, which has a positive effect on preventing dam erosion and maintaining structural stability; however, the dam surface is relatively open, without complex buildings blocking it, and it is close to the reservoir, and the natural drainage conditions are relatively good. In this case, additional investment and maintenance of the drainage system are not so urgent; on the other hand, in order to ensure the growth of dam plants, the plants need to be watered regularly, which consumes a lot of water resources and manpower, greatly increasing the maintenance cost, so there are limitations. Summary of the invention

[0005] The object of the present invention is to provide a water conservancy project embankment reinforcement structure to solve the problems raised in the above background technology.

[0006] The technical solution of the present invention is: a water conservancy project embankment reinforcement structure, including a base plate, the inner side of the base plate is landfill material, the base plate is an inclined stepped structure as a whole, a vegetation area is arranged on the top of the base plate, a plurality of groups of concrete steel bar brackets are arranged inside the base plate, a pre-buried square cavity tube is fixedly arranged on the top of each of the concrete steel bar brackets, and a partition is fixedly installed on one end of the interior of the pre-buried square cavity tube, a plurality of water through holes are opened at one end of the partition plate close to the bottom, and a one-way valve is fixedly installed in each of the water through holes, a plurality of through holes are opened at one end of the pre-buried square cavity tube, and a pair of filter mesh ends are fixedly installed in each through hole, a permeable membrane is arranged between each pair of the filter mesh ends, and the end of each pre-buried square cavity tube away from the through hole is fixedly connected to There is a pre-buried tube, one end of the pre-buried tube is fixedly installed through the substrate, a cavity column is slidably installed in each of the pre-buried tubes, and a protective plate is fixedly installed at one end of the cavity column, each of the pre-buried square cavity tubes is fixedly connected to an infusion tube at one end close to the partition, and the ends of multiple infusion tubes are commonly fixedly connected to a mother tube, a one-way valve 2 is fixedly installed at the bottom end of the infusion tube, a one-way valve 3 is fixedly installed at one end of the infusion tube close to the mother tube, and the mother tube is located between the vegetation area and the substrate, and a piston plate is fixedly installed at the other end of each of the cavity columns, and the piston plate is slidably connected to the inner wall of the pre-buried square cavity tube, a one-way valve 4 connected to the cavity column is fixedly installed on one side of the piston plate, and a reset spring is fixedly connected between the side of the piston plate away from the one-way valve 4 and the pre-buried square cavity tube.

[0007] Preferably, a limiting frame is fixedly mounted on one side of each of the protective plates, and a slide plate is slidably mounted on the limiting frame, and a floating pad is fixedly mounted on one side of the slide plate.

[0008] Preferably, a cavity communicating with the cavity column is opened inside the protective plate, and a through hole communicating with the cavity is opened on one side of the protective plate, and the through holes are all located in the inner range of the limiting frame.

[0009] Preferably, a mounting seat is fixed on one side of the outer wall of the base plate close to the protective plate, and a mounting shaft is rotated in the mounting seat, and an angular plate is fixedly mounted on the mounting shaft, and evenly distributed bristles are fixedly provided on both side outer walls of the angular plate.

[0010] Preferably, return torsion springs are fixedly installed between both ends of the installation shaft and the installation seat.

[0011] Preferably, one side of the main pipe is fixedly connected to a plurality of equally spaced branch pipes, and each branch pipe is provided with evenly distributed water outlet holes, a filter screen cylinder is fixedly inserted into the inner wall of each branch pipe, and one side of the vegetation area is provided with a drainage hole connected to the branch pipe.

[0012] Preferably, a warning label is fixedly mounted on the end of the outer wall of one side of each of the angular plates.

[0013] Preferably, the top of the concrete steel bar support is a horizontal structure, and the bottom of the concrete steel bar support is provided with a plurality of cross prisms of an integrated structure.

[0014] Preferably, a plurality of planting slots are reserved at the top of the vegetation area, and a planting soil layer is laid between the vegetation area and the top of the substrate.

[0015] Preferably, the output direction of the one-way valve one is from one side of the partition close to the filter screen end to the other side, the output direction of the one-way valve two and the one-way valve three is from the pre-buried square cavity tube to the main tube, and the output direction of the one-way valve four is from the cavity column to the piston plate.

[0016] The present invention provides a hydraulic engineering embankment reinforcement structure by improvement, which has the following improvements and advantages compared with the prior art:

[0017] First, the present invention utilizes the protective plate to cope with the impact of water flow and play a good protective role to avoid damage to the substrate caused by the impact of water flow; specifically, when the protective plate is impacted by the water flow, the protective plate will move toward the partition together with the cavity column and the piston plate, thereby squeezing the space between the partition and the piston plate. When the water flow recedes, under the action of the reset spring, the protective plate together with the cavity column moves away from the partition. At this time, the partition and the piston plate are in a negative pressure state. On the one hand, it can absorb moisture in the landfill area at the end of the filter screen. On the other hand, through the cavity and through hole set subsequently, part of the water can enter the interior of the cavity column during the impact of the water flow. The above-mentioned water passes through the one-way valve 1 and the one-way valve 4 respectively, and enters between the partition and the piston plate. Therefore, when the piston plate approaches the partition, the water will pass through the one-way valve 2 and the one-way valve 3, and enter the branch pipe and the main pipe in turn;

[0018] Second, the substrate of the present invention serves as the reinforcement body of the dam. At the same time, the multiple pre-buried square cavity tubes and the concrete steel support can serve as the built-in skeleton structure of the dam, thereby achieving the purpose of improving the overall structural strength of the dam. In this application, shallow-rooted shrubs can be planted on the top of the planting area to achieve the effect of soil consolidation. At the same time, their root system will not be too developed and will not cause structural damage to the substrate.

[0019] In summary, the present application can utilize the impact of water flow on the protective plate to absorb moisture from both inside and outside the dam and send it into the vegetation area, thereby realizing automatic watering of shrubs in the vegetation area, reducing the need for artificial irrigation, and saving manpower and material resources; at the same time, it can reduce the moisture content inside the base plate and ensure its structural stability, thereby achieving the purpose of comprehensively improving the structural strength of the dam. BRIEF DESCRIPTION OF THE DRAWINGS

[0020] In order to more clearly illustrate the specific implementation methods of the present invention or the technical solutions in the prior art, the drawings required for use in the specific implementation methods or the description of the prior art will be briefly introduced below. Obviously, the drawings described below are some implementation methods of the present invention. For ordinary technicians in this field, other drawings can be obtained based on these drawings without paying creative work.

[0021] Figure 1 It is a schematic diagram of the overall first-view stereoscopic structure of the present invention;

[0022] Figure 2 It is a side view structural schematic diagram of the present invention;

[0023] Figure 3 It is a schematic diagram of the overall second viewing angle stereoscopic structure of the present invention;

[0024] Figure 4 It is a schematic diagram of a partial cross-section structure of the pre-buried square lumen tube of the present invention;

[0025] Figure 5 For the present invention Figure 4 The enlarged structural diagram at A in the middle;

[0026] Figure 6 For the present invention Figure 4 The enlarged structural diagram at B in the middle;

[0027] Figure 7 It is a schematic diagram of the three-dimensional structure of the protective plate of the present invention;

[0028] Figure 8 For the present invention Figure 7 The enlarged structural diagram at C in the middle;

[0029] Fig. 9 It is a schematic diagram of the cutaway structure of the protective plate of the present invention.

[0030] Reference numerals:

[0031] 1. Vegetation area; 2. Base plate; 3. Concrete steel support platform; 4. Pre-buried square cavity tube; 401. Partition; 402. One-way valve one; 403. Filter end; 404. Permeable membrane; 5. Infusion tube; 501. Mother tube; 502. Branch tube; 503. Water outlet hole; 504. One-way valve two; 505. One-way valve three; 6. Pre-buried tube; 601. Cavity column; 602. Piston plate; 603. One-way valve four; 604. Reset spring; 605. Protective plate; 606. Cavity; 607. Through hole; 7. Angular plate; 701. Brush; 702. Warning label; 703. Mounting seat; 704. Mounting shaft; 705. Reset torsion spring; 8. Limit frame; 801. Slide plate; 802. Floating pad; 9. Drainage hole. DETAILED DESCRIPTION

[0032] The present invention is described in detail below, and the technical solutions in the embodiments of the present invention are clearly and completely described. Obviously, the described embodiments are only part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the present invention.

[0033] The present invention provides a water conservancy project embankment reinforcement structure through improvement. The technical solution of the present invention is:

[0034] like Figures 1 to 9 As shown, an embodiment of the present invention provides a water conservancy project embankment reinforcement structure, including a base plate 2, the inner side of the base plate 2 is landfill material, the base plate 2 is an inclined stepped structure as a whole, a vegetation area 1 is arranged on the top of the base plate 2, and a plurality of groups of concrete steel support platforms 3 are arranged inside the base plate 2, a pre-buried square cavity tube 4 is fixedly arranged on the top of each concrete steel support platform 3, and a partition 401 is fixedly installed on one end of the inner part of the pre-buried square cavity tube 4, a plurality of water through holes are opened at one end of the partition 401 close to the bottom, and a one-way valve 402 is fixedly installed in the water through hole, a plurality of through holes are opened at one end of the pre-buried square cavity tube 4, and a pair of filter mesh ends 403 are fixedly installed in each through hole, a permeable membrane 404 is arranged between each pair of filter mesh ends 403, and each pre-buried square cavity tube 4 is fixedly connected to a pre-buried pipe 6 at one end away from the through hole, and one end of the pre-buried pipe 6 is fixedly penetrated through the base Plate 2, a cavity column 601 is slidably installed in each pre-buried tube 6, and a protective plate 605 is fixedly installed at one end of the cavity column 601, each pre-buried square cavity tube 4 is fixedly connected to an infusion tube 5 at one end close to the partition 401, and the ends of multiple infusion tubes 5 are fixedly connected to a mother tube 501, and a one-way valve 2 504 is fixedly installed at the bottom end of the infusion tube 5, and a one-way valve 3 505 is fixedly installed at one end of the infusion tube 5 close to the mother tube 501, and the mother tube 501 is located between the vegetation area 1 and the base plate 2, and a piston plate 602 is fixedly installed at the other end of each cavity column 601, and the piston plate 602 is slidably connected to the inner wall of the pre-buried square cavity tube 4, and a one-way valve 4 603 connected to the cavity column 601 is fixedly installed on one side of the piston plate 602, and a reset spring 604 is fixedly connected between the side of the piston plate 602 away from the one-way valve 4 603 and the pre-buried square cavity tube 4.

[0035] Through the above structure, the base plate 2 serves as the reinforcement body of the dam, and at the same time, the multiple pre-buried square cavity tubes 4 and the concrete steel bar support 3 can serve as the built-in skeleton structure of the dam, thereby achieving the purpose of improving the overall structural strength of the dam;

[0036] In the present application, shallow-rooted shrubs can be planted on the top of the planting area to achieve the effect of soil consolidation. At the same time, their root systems will not be too developed and will not cause structural damage to the substrate 2;

[0037] The present application utilizes the protection plate 605 to cope with the impact of water flow and play a good protective role to avoid damage to the substrate 2 caused by the impact of water flow; specifically, when the protection plate 605 is impacted by the water flow, the protection plate 605 will move toward the partition 401 together with the cavity column 601 and the piston plate 602, thereby squeezing the space between the partition 401 and the piston plate 602. When the water flow recedes, under the action of the return spring 604, the protection plate 605 together with the cavity column 601 moves away from the partition 401. At this time, the partition 401 and the piston plate 602 are in a negative pressure state. On the one hand, it can absorb moisture in the landfill area at the filter end 403. On the other hand, it can absorb moisture in the landfill area by using the cavity 606 set later. and through hole 607. During the impact of water flow, part of the water can enter the interior of the cavity column 601. The above water passes through the one-way valve 1 402 and the one-way valve 4 603 respectively, and enters between the partition 401 and the piston plate 602. Therefore, when the piston plate 602 is close to the partition 401, the water will pass through the one-way valve 2 504 and the one-way valve 3 505, and enter the branch pipe 502 and the main pipe 501 in turn; in summary, the present application can utilize the impact of water flow on the protective plate 605 to simultaneously absorb water from the inside and outside positions of the dam and send it into the vegetation area 1, so as to realize automatic watering of the shrubs in the vegetation area 1; at the same time, the moisture content inside the base plate 2 can be reduced to ensure its structural stability, thereby achieving the purpose of comprehensively improving the structural strength of the dam.

[0038] As a further solution of the present invention, a limiting frame 8 is fixedly installed on one side of each protective plate 605 , and a slide plate 801 is slidably installed on the limiting frame 8 , and a floating pad 802 is fixedly installed on one side of the slide plate 801 .

[0039] Furthermore, a cavity 606 communicating with the cavity column 601 is opened inside the protective plate 605 , and a through hole 607 communicating with the cavity 606 is opened on one side of the protective plate 605 , and the through holes 607 are all located within the inner range of the limiting frame 8 .

[0040] Through the above structure, when the water level outside the dam rises, the floating pad 802 and the slide plate 801 will move upward along the limiting frame 8 and cover the through holes 607 at the corresponding positions to prevent water from directly entering the cavity column 601.

[0041] Furthermore, a mounting seat 703 is fixed to one side of the outer wall of the substrate 2 close to the protective plate 605, and a mounting shaft 704 is rotated inside the mounting seat 703, and an angular plate 7 is fixedly installed on the mounting shaft 704, and evenly distributed bristles 701 are fixedly provided on both side outer walls of the angular plate 7.

[0042] Furthermore, return torsion springs 705 are fixedly installed between both ends of the mounting shaft 704 and the mounting seat 703 .

[0043] Through the above structure, when the protective plate 605 moves due to the impact of water flow, it can contact the angular plate 7 and cooperate with the reset torsion spring 705, so that the angular plate 7 can swing back and forth along the installation axis 704, and cooperate with the set bristles 701 to realize the brushing of the substrate 2 in the water surface area, thereby avoiding the water level from being maintained at a certain height for a long time and preventing moss from growing in the area near the water level line of the substrate 2.

[0044] Furthermore, one side of the main pipe 501 is fixedly connected to a plurality of equally spaced branch pipes 502 , and each branch pipe 502 is provided with evenly distributed water outlet holes 503 , and a filter mesh cylinder is fixedly inserted into the inner wall of each branch pipe 502 , and one side of the vegetation area 1 is provided with a drainage hole 9 connected to the branch pipe 502 .

[0045] Through the above structure, the water introduced into the main pipe 501 can be discharged through the multiple branch pipes 502 and the water outlet holes 503, so as to moisten the soil of the vegetation area 1, thereby ensuring the normal growth of the planted shrubs without watering them.

[0046] Furthermore, a warning label 702 is fixedly installed on the end of the outer wall of one side of each angular plate 7; through the above structure, since water waves are mainly formed on the water level surface, only the angular plates 7 near the water level will be frequently touched. Therefore, with the movement of the angular plates 7, in conjunction with the set warning label 702, dynamic warnings can be given to achieve the purpose of improving the warning effect.

[0047] Furthermore, the top of the concrete steel bar support 3 is a horizontal structure, and the bottom of the concrete steel bar support 3 is provided with a plurality of cross prisms of an integrated structure; through this arrangement, the entrainment effect between the concrete steel bar support 3 and the landfill material can be improved, so as to achieve the purpose of improving the dam reinforcement effect.

[0048] Furthermore, a plurality of planting grooves are reserved at the top of the vegetation area 1 , and a planting soil layer is laid between the vegetation area 1 and the top of the base plate 2 .

[0049] Furthermore, the output direction of the one-way valve 402 is from one side of the partition 401 close to the filter screen end 403 to the other side, the output direction of the one-way valve 2 504 and the one-way valve 3 505 is from the pre-buried square cavity tube 4 to the mother tube 501, and the output direction of the one-way valve 4 603 is from the cavity column 601 to the piston plate 602; through this arrangement, it can be ensured that the water can eventually enter the infusion tube 5 and the mother tube 501.

[0050] The specific working method is: the substrate 2 in the present application serves as the reinforcement body of the dam, and at the same time, the multiple pre-buried square cavity tubes 4 and the concrete steel support 3 can be used as the built-in skeleton structure of the dam, so as to achieve the purpose of improving the overall structural strength of the dam; at the same time, shallow-rooted shrubs are planted on the top of the planting area to achieve the effect of soil consolidation. At the same time, their root systems will not be too developed and will not cause structural damage to the substrate 2; during use, since water waves are mainly formed on the water level surface, only the protective plate 605 near the water level will be frequently impacted by water waves. When the protective plate 605 is impacted by the water flow, the protective plate 605 will move toward the partition 401 together with the cavity column 601 and the piston plate 602, thereby squeezing the space between the partition 401 and the piston plate 602. When the water flow recedes, under the action of the reset spring 604, the protective plate 605 together with the cavity column 601 moves away from the partition 401. At this time, the partition 401 and the piston plate 60 2 is in a negative pressure state. On the one hand, at the filter screen end 403, moisture in the landfill area is absorbed. On the other hand, through the cavity 606 and the through hole 607 set up later, part of the water can enter the interior of the cavity column 601 during the water flow impact process. The above water passes through the one-way valve 1 402 and the one-way valve 4 603 respectively, and enters between the partition 401 and the piston plate 602. Therefore, when the piston plate 602 is close to the partition 401, the water will pass through the one-way valve 2 504 and the one-way valve 3 505, and enter the branch pipe 502 and the main pipe 501 in sequence; In summary, the present application can use the impact of water flow on the protective plate 605 to absorb moisture from the inside and outside positions of the dam at the same time, and send it into the vegetation area 1, so as to realize automatic watering of the shrubs in the vegetation area 1, reduce the need for manual irrigation, and save manpower and material resources; At the same time, the moisture content inside the substrate 2 can be reduced to ensure its structural stability, so as to achieve the purpose of comprehensively improving the structural strength of the dam;

[0051] When the water level outside the dam rises, the floating pad 802 and the slide plate 801 will move upward along the limit frame 8 and cover the through hole 607 at the corresponding position to prevent water from directly entering the cavity column 601; when the protective plate 605 is moved by the impact of the water flow, it contacts the angular plate 7 and cooperates with the reset torsion spring 705 to make the angular plate 7 swing back and forth along the mounting axis 704, and cooperates with the bristles 701 to brush the substrate 2 in the water surface area, thereby avoiding the water level from being maintained at a certain height for a long time, preventing moss from growing in the area near the water level line of the substrate 2, and improving the safety of the dam structure; at the same time, with the movement of the angular plate 7, in cooperation with the warning label 702, a dynamic warning is given to achieve the purpose of improving the warning effect.

[0052] The above description enables those skilled in the art to implement or use the present invention. Various modifications to these embodiments will be apparent to those skilled in the art, and the general principles defined herein may be implemented in other embodiments without departing from the spirit or scope of the present invention. Therefore, the present invention will not be limited to the embodiments shown herein, but will conform to the widest scope consistent with the principles and novel features disclosed herein.

Claims

1. A water conservancy project embankment reinforcement structure, comprising a base plate (2), the inner side of the base plate (2) is a landfill material, the base plate (2) is an inclined stepped structure as a whole, and a vegetation area (1) is arranged on the top of the base plate (2), characterized in that: A plurality of groups of concrete steel bar supports (3) are arranged inside the base plate (2), a pre-buried square cavity tube (4) is fixedly arranged at the top of each concrete steel bar support (3), and a partition (401) is fixedly installed at one end of the pre-buried square cavity tube (4), a plurality of water openings are opened at one end of the partition (401) close to the bottom, and a one-way valve (402) is fixedly installed in each water opening, a plurality of through openings are opened at one end of the pre-buried square cavity tube (4), and a pair of filter screen ends (403) are fixedly installed in each through opening, and a permeable membrane (404) is arranged between each pair of the filter screen ends (403), and an end of each pre-buried square cavity tube (4) away from the through opening is fixedly connected to a pre-buried tube (6), one end of the pre-buried tube (6) is fixedly passed through the base plate (2), a cavity column (601) is slidably installed in each pre-buried tube (6), and a protective plate (601) is fixedly installed at one end of the cavity column (601). 05), one end of each of the pre-buried square cavity tubes (4) close to the partition (401) is fixedly connected to an infusion tube (5), the ends of the plurality of infusion tubes (5) are fixedly connected to a mother tube (501), the bottom ends of the infusion tubes (5) are fixedly installed with a second check valve (504), and one end of the infusion tubes (5) close to the mother tube (501) is fixedly installed with a third check valve (505), and the mother tube (501) is located between the vegetation area (1) and the base. The plates (2) are provided between the two chamber columns (601), and a piston plate (602) is fixedly installed at the other end of each chamber column (601). The piston plate (602) is slidably connected to the inner wall of the pre-buried square chamber tube (4). A one-way valve (603) connected to the chamber column (601) is fixedly installed on one side of the piston plate (602). A return spring (604) is fixedly connected between the side of the piston plate (602) away from the one-way valve (603) and the pre-buried square chamber tube (4).

2. A water conservancy project embankment reinforcement structure according to claim 1, characterized in that: A limiting frame (8) is fixedly mounted on one side of each of the protective plates (605), and a slide plate (801) is slidably mounted on the limiting frame (8), and a floating pad (802) is fixedly mounted on one side of the slide plate (801).

3. A hydraulic engineering embankment reinforcement structure according to claim 2, characterized in that: The protective plate (605) has a cavity (606) in communication with the cavity column (601) and one side of the protective plate (605) has a through hole (607) in communication with the cavity (606). The through holes (607) are located within the inner side of the limiting frame (8).

4. A water conservancy project embankment reinforcement structure according to claim 1, characterized in that: A mounting seat (703) is fixed to one side of the outer wall of one side of the base plate (2) close to the protective plate (605), and a mounting shaft (704) is rotatable inside the mounting seat (703), and an angular plate (7) is fixedly mounted on the mounting shaft (704), and evenly distributed bristles (701) are fixedly arranged on the outer walls of both sides of the angular plate (7).

5. A hydraulic engineering embankment reinforcement structure according to claim 4, characterized in that: Reset torsion springs (705) are fixedly installed between both ends of the installation shaft (704) and the installation seat (703).

6. A water conservancy project embankment reinforcement structure according to claim 1, characterized in that: One side of the main pipe (501) is fixedly connected to a plurality of equally spaced branch pipes (502), and each branch pipe (502) is provided with evenly distributed water outlet holes (503). The inner wall of each branch pipe (502) is fixedly plugged with a filter screen cylinder, and one side of the vegetation area (1) is provided with a drainage hole (9) connected to the branch pipe (502).

7. A hydraulic engineering embankment reinforcement structure according to claim 4, characterized in that: A warning label (702) is fixedly mounted on the end of one side outer wall of each of the angular plates (7).

8. A water conservancy project embankment reinforcement structure according to claim 7, characterized in that: The top of the concrete steel bar support platform (3) is a horizontal structure, and the bottom of the concrete steel bar support platform (3) is provided with a plurality of cross prisms of an integrated structure.

9. A hydraulic engineering embankment reinforcement structure according to claim 8, characterized in that: A plurality of planting slots are reserved at the top of the vegetation area (1), and a planting soil layer is laid between the vegetation area (1) and the top of the base plate (2).

10. A water conservancy project embankment reinforcement structure according to claim 1, characterized in that: The output direction of the one-way valve 1 (402) is from one side of the partition (401) close to the filter screen end (403) to the other side, the output direction of the one-way valve 2 (504) and the one-way valve 3 (505) is from the pre-buried square cavity tube (4) to the main tube (501), and the output direction of the one-way valve 4 (603) is from the cavity column (601) to the piston plate (602).

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