Water conservancy channel anti-permeation design structure
By using concrete layers and motor-driven interception components in water conservancy channels, combined with an anti-seepage layer, the limitations of traditional water conservancy channels in terms of seepage prevention and water flow control are solved, achieving efficient water resource utilization and precise water flow management.
Patent Information
- Application Number
- CN202520211765.3
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2025-02-11
- Publication Date
- 2025-12-26
- Estimated Expiration
- 2035-02-11
AI Technical Summary
Traditional irrigation canals have limitations in terms of seepage prevention and water flow control, especially when the groundwater level is high or the soil is loose, resulting in severe seepage, which affects the efficiency of water resource utilization and the quality of agricultural irrigation. At the same time, water flow control relies on manual operation, which is not precise or accurate.
It adopts a concrete layer structure, combined with motor-driven interception components and anti-seepage layer. Water flow height is measured through measuring rod and floating base. The motor drives a disc and roller to intercept water flow, and the anti-seepage layer prevents seepage, thus achieving precise water flow control and observation.
It has improved water resource utilization efficiency, reduced irrigation costs, enabled precise control and real-time monitoring of water flow, reduced infiltration losses, and ensured the normal transport of water resources.
Smart Images
Figure CN223723710U_ABST
Abstract
Description
TECHNICAL FIELD
[0001] The utility model relates to water conservancy engineering technical field especially relates to a water conservancy channel anti -infiltration design structure. BACKGROUND
[0002] The traditional water conservancy channel design has certain limitation in preventing infiltration, especially in the case of high groundwater level or loose soil, the channel bottom and both sides are easy to infiltrate, which seriously affects the utilization efficiency of water resources and the quality of agricultural irrigation. The traditional solution such as single layer anti -infiltration film, clay anti -infiltration etc. has limited effect in practical application, often subject to material performance and the complexity of engineering environment;
[0003] In today's society, water resources as a basic natural resources, for agricultural irrigation, industrial production and life of residents and other aspects play a vital role. Water conservancy channel as the key infrastructure of water resources allocation and delivery, undertakes the important mission of delivering water from rivers, lakes, reservoirs to water use area, with the increasingly serious situation of water shortage and the continuous improvement of the requirements of fine management of water conservancy engineering and ecological environment protection, it is imminent to develop a water conservancy channel design structure integrating efficient anti -infiltration function and precise water flow control, real -time water flow observation function;
[0004] In the aspect of water flow control and observation, the traditional water conservancy channel relies on manual operation of simple gate and other facilities to control the size and direction of water flow. This way not only has low precision, but also is difficult to realize accurate water allocation, and the timeliness and accuracy of manual operation are greatly influenced by factors such as personnel experience and working state, which is easy to cause improper water flow control, and inaccurate observation of water quantity. Therefore, a water conservancy channel anti -infiltration design structure is proposed to solve the above problems. UTILITY MODEL CONTENTS
[0005] In order to make up for the above shortcomings, the utility model provides a water conservancy channel anti -infiltration design structure, which aims at improving the problem that the existing technology depends on manual operation and cannot control water flow simply and cannot observe water quantity intuitively.
[0006] In order to realize the above purpose, the utility model adopts the following technical scheme:
[0007] A water conservancy channel anti -infiltration design structure, including the concrete layer, the top of the concrete layer is fixedly connected with the fixed rod, the end away from the concrete layer of the fixed rod is slidably connected with the measuring rod, the bottom of the measuring rod is fixedly connected with the floating base, the top of the measuring rod is fixedly connected with the fixed block, the top of the fixed rod is fixedly connected with the indicating block, the concrete layer top is rotatably connected with the intercepting assembly of water flow buffering, the bottom of the concrete layer is fixedly connected with the anti -infiltration assembly of preventing channel infiltration;
[0008] As a further description of the above technical solutions:
[0009] The intercepting assembly comprises a motor, the motor is fixedly installed on the top of the concrete layer, a base plate is fixedly connected to the bottom of the motor, a driving end of the motor is fixedly connected with a disc, the disc is fixedly connected with a follower plate outside, a rotating shaft is fixedly connected to the inner wall of the follower plate, and a roller is rotatably connected to the end of the rotating shaft away from the follower plate.
[0010] As a further description of the above technical solutions:
[0011] The top of the concrete layer is fixedly connected with two chute columns, a baffle is slidably connected to the side of the two chute columns, a slide is formed in the inner wall of the baffle, and the outer wall of the roller is slidably connected to the outer wall of the slide.
[0012] As a further description of the above technical solutions:
[0013] The outer wall of the concrete layer is fixedly connected with an anti-seepage layer, and the bottom of the floating base is coupled to the top of the anti-seepage layer.
[0014] As a further description of the above technical solutions:
[0015] The anti-seepage assembly comprises a concrete layer, the bottom of the concrete layer is fixedly connected with a gravel layer, and the bottom of the gravel layer is fixedly connected with a base soil layer.
[0016] As a further description of the above technical solutions:
[0017] The top of the concrete layer is fixedly connected with a bearing plate, the top of the bearing plate is fixedly connected with a support plate, and the outer wall of the base plate is fixedly connected to the outer wall of the support plate.
[0018] As a further description of the above technical solutions:
[0019] The top of the base plate is fixedly connected with a protective cover, and the end of the support plate away from the disc is fixedly connected to the outside of the protective cover.
[0020] As a further description of the above technical solutions:
[0021] The outside of the measuring rod is fixedly connected with a scale.
[0022] The utility model has the advantages of the following beneficial effects:
[0023] 1. In the utility model, the disc is driven to move in a circle by the starting motor, the roller can roll along the specific track under the driving of the follow-up plate, and the relative flexible movement mode can more efficiently drive other components connected thereto to move, so that the water flow is intercepted, the utilization efficiency of water resources is improved, and the irrigation cost is reduced.
[0024] 2. In the utility model, when the water flows through the floating base in the concrete layer, the measuring rod is driven to move synchronously with the water level, and the sliding connection between the measuring rod and the fixed rod enables the measuring rod to move up and down flexibly according to the water flow, so that the water flow height and other related data are measured. BRIEF DESCRIPTION OF DRAWINGS
[0025] Figure 1 A three-dimensional schematic view of the water conservancy channel anti-seepage design structure is provided for the utility model;
[0026] Figure 2 A structural schematic view of the measuring rod of the water conservancy channel anti-seepage design structure is provided for the utility model;
[0027] Figure 3 A structural schematic view of the baffle of the water conservancy channel anti-seepage design structure is provided for the utility model;
[0028] Figure 4 A Figure 3 An enlarged view of position A in the utility model.
[0029] LEGEND:
[0030] 1, concrete layer; 2, gravel layer; 3, base soil layer; 4, anti-seepage layer; 5, fixed rod; 6, measuring rod; 7, floating base; 8, indicating block; 9, fixed block; 10, motor; 11, pad; 12, protective cover; 13, support plate; 14, disc; 15, follow-up plate; 16, rotating shaft; 17, roller; 18, slide; 19, bearing plate; 20, sliding groove column; 21, baffle; 22, scale. DETAILED DESCRIPTION
[0031] The technical solutions in the embodiments of the utility model will be clearly and completely described below with reference to the drawings in the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, rather than all the embodiments. Based on the embodiments in the utility model, all other embodiments obtained by those skilled in the art without creative labor fall within the protection scope of the utility model.
[0032] Refer to Figures 1 to 2The utility model provides an embodiment: a water conservancy channel anti -infiltration design structure, including concrete layer 1, concrete layer 1 is as the basic part of whole structure, can provide stable support for each group component above, simultaneously its own has certain strength and anti -infiltration ability, helps to maintain the overall structural stability of channel, reduces the damage and moisture penetration condition due to external factors.
[0033] The end of the fixed rod 5 away from the concrete layer 1 is slidably connected with a measuring rod 6, and the measuring rod 6 is slidably connected with the fixed rod 5, so that the measuring rod 6 can move up and down flexibly according to the water flow condition, thereby realizing the measurement function of the water flow height and other related data.
[0034] The top of the concrete layer 1 is rotatably connected with an intercepting assembly for water flow buffering, and the intercepting assembly can intercept and control the water flow in time according to the change of the water flow height, so as to avoid the impact damage of the water flow to the channel and prevent the disorderly loss of water resources.
[0035] The outer wall of the concrete layer 1 is fixedly connected with an anti-infiltration layer 4, and the anti-infiltration layer 4 is closely attached to the outer wall of the concrete layer 1, which has a very low permeability coefficient and can effectively prevent water from infiltrating out of the side of the concrete layer 1, thereby further enhancing the anti-infiltration ability of the whole channel and ensuring that the water resources are as little as possible to be lost by infiltration.
[0036] The anti-seepage assembly includes a concrete layer 1, the bottom of the concrete layer 1 is fixedly connected with a gravel layer 2, and the gravel layer 2 is located below the concrete layer 1. On one hand, the gravel layer 2 can play a certain drainage role, and a small amount of water that may penetrate into the region is discharged through the gaps between the gravels, so that the water is prevented from accumulating to cause excessive seepage pressure on the concrete layer 1. On the other hand, the gravel layer 2 can also enhance the stability of the entire channel bottom structure and provide a more solid support foundation for the concrete layer 1 above. The bottom of the gravel layer 2 is fixedly connected with a foundation soil layer 3. As the bottommost foundation structure, the foundation soil layer 3 bears the weight of all the structures above, and the bearing capacity and stability of the foundation soil layer 3 are crucial to the structural safety of the entire channel. Meanwhile, the foundation soil layer 3 also assists the gravel layer 2 in drainage and maintaining the stability of the entire channel bottom to a certain extent.
[0037] With reference to Figure 1 , Figure 3 and Figure 4 , the intercepting assembly includes a motor 10, the top of the concrete layer 1 is fixedly installed with the motor 10. As a power source, the motor 10 can convert electrical energy into mechanical energy to provide power support for the operation of the entire intercepting assembly, so as to ensure that the subsequent components can move as required. The bottom of the motor 10 is fixedly connected with a pad 11. The pad 11 can increase the contact area of the motor 10 with the support structure below, disperse the pressure generated when the motor 10 operates, and better ensure the stability of the motor 10 during operation. The driving end of the motor 10 is fixedly connected with a disc 14. The motor 10 drives the disc 14 to move in a circle. As a key transmission component, the disc 14 transmits the rotating power of the motor 10 to other structures connected outside, so as to drive the orderly development of the entire intercepting action.
[0038] The outer part of the disc 14 is fixedly connected with a follower plate 15. The follower plate 15 moves synchronously with the rotation of the disc 14 and is an important connecting component for converting the rotating motion of the disc 14 into subsequent linear motion. The follower plate 15 changes the form of motion. The inner wall of the follower plate 15 is fixedly connected with a rotating shaft 16. As a key component connecting the follower plate 15 and a roller 17, the rotating shaft 16 can smoothly transmit the motion of the follower plate 15 to the roller 17, ensuring the continuity of the overall motion. The end of the rotating shaft 16 away from the follower plate 15 is rotatably connected with the roller 17. The roller 17 can roll along a specific track under the drive of the follower plate 15. Through the relatively flexible rolling movement, the roller 17 more efficiently drives other components connected thereto to move, achieving the purpose of intercepting water flow.
[0039] The top of the concrete layer 1 is fixedly connected with two chute columns 20, which are symmetrical and stably fixed on the concrete layer 1, and provide accurate guidance for the up-down sliding of the baffle 21, so that the baffle 21 will not deviate during movement and can accurately perform the interception task of the water flow. The baffle 21 is slidably connected to the side of the two chute columns 20, and can stably rise or fall along the vertical direction under the limitation of the chute column 20, so as to effectively change the passing path of the water flow and realize the interception or release of the water flow, playing a key role in regulating the water flow.
[0040] The inner wall of the baffle 21 is provided with a slide 18, which provides a smooth rolling track for the roller 17, so that the roller 17 can stably roll inside, thereby driving the baffle 21 to accurately slide and ensure the smooth interception operation. The outer wall of the roller 17 is slidably connected to the outer wall of the slide 18, which forms a reliable transmission relationship between the roller 17 and the slide 18. The sliding of the baffle 21 is driven by the rolling of the roller 17 to complete the interception action of the water flow, and the degree of interception can be flexibly adjusted according to the change of water flow height.
[0041] The top of the concrete layer 1 is fixedly connected with a bearing plate 19, which can bear a large weight load and provides a reliable support platform for the motor 10 and related interception components installed above, so as to ensure that these components will not collapse or be unstable due to their own weight or external force during operation. The top of the bearing plate 19 is fixedly connected with a support plate 13, which further enhances the bearing capacity and cooperates with the bearing plate 19 to share the pressure from the components above, ensuring the stability of the entire structure and allowing the motor 10 and other key components to function stably. The outer wall of the backing plate 11 is fixedly connected to the outer wall of the support plate 13, which allows the backing plate 11 to better utilize the support of the support plate 13, so that the pressure generated by the motor 10 during operation can be evenly distributed to a larger support surface, further improving the stability of the motor 10 installation.
[0042] Referring to Figures 1 to 3 The top of the backing plate 11 is fixedly connected with a protective cover 12, which can protect the motor 10 from being eroded and disturbed by external factors such as rain, dust and debris, prolonging the service life of the motor 10 and ensuring its continuous and stable power supply to the interception components. The end of the support plate 13 away from the disc 14 is fixedly connected to the outside of the protective cover 12, which allows the protective cover 12 to be supported by the support plate 13 while forming a relatively unified whole with the entire support structure, enhancing the overall stability and ensuring the normal operation of the motor 10 and its surrounding components.
[0043] The outside of the measuring rod 6 is fixedly connected with a scale 22, which is clearly marked on the outside of the measuring rod 6, and through cooperation with the indicating block 8 on the fixed rod 5 and the floating base 7, the staff can directly read the scale 22 value on the measuring rod 6, and accurately know the specific height of the water flow, which is convenient for real-time monitoring and recording the water flow state in the channel, and provides accurate data basis for subsequent water conservancy management and regulation work.
[0044] Working principle: When the water flows through the floating base 7 in the concrete layer 1, it will drive the measuring rod 6 to move synchronously with the water level, so as to intuitively reflect the change of the water flow height, which is convenient for the staff to observe and judge the water volume, and the sliding connection mode of the measuring rod 6 and the fixed rod 5 makes the measuring rod 6 can move up and down flexibly according to the water flow, and then realizes the measurement function of the water flow height and other related data;
[0045] When the water flow reaches the required height, the driving end of the motor 10 fixedly connected with the disc 14 is started, the motor 10 drives the disc 14 to move in a circle, and the outer follower plate 15 rotates accordingly, the rotating shaft 16 rotatably connected with the roller 17 at the end away from the follower plate 15, the roller 17 can roll along the special track under the drive of the follower plate 15, through the relatively flexible movement mode of rolling, the friction is reduced, and other components connected therewith are moved more efficiently, the purpose of intercepting the water flow is realized, the protective cover 12 can protect the motor 10, avoid the erosion and interference of rain, dust, sundries and other factors to the motor 10, prolong the service life of the motor 10, and ensure that it can continuously and stably provide power for the interception assembly.
[0046] Finally, it should be pointed out that: the above only describes the preferred embodiments of the present application, and is not used to limit the present application, although the present application has been described in detail with reference to the foregoing embodiments, for those skilled in the art, the technical solutions recorded in the foregoing embodiments can be modified, or some technical features can be replaced, any modification, equivalent replacement, improvement, etc. within the spirit and principles of the present application, should be included in the protection scope of the present application.
Claims
1. A water channel seepage prevention design structure comprising a concrete layer (1), characterized in that: The top of the concrete layer (1) is fixedly connected with a fixed rod (5), one end of the fixed rod (5) away from the concrete layer (1) is slidably connected with a measuring rod (6), the bottom of the measuring rod (6) is fixedly connected with a floating base (7), the top of the measuring rod (6) is fixedly connected with a fixed block (9), the top of the fixed rod (5) is fixedly connected with an indicating block (8), the top of the concrete layer (1) is rotatably connected with a water flow buffering intercepting assembly, and the bottom of the concrete layer (1) is fixedly connected with a seepage preventing assembly for preventing seepage of the channel.
2. The water channel seepage prevention design structure according to claim 1, characterized in that: The intercepting assembly comprises a motor (10), the top of the concrete layer (1) is fixedly connected with the motor (10), the bottom of the motor (10) is fixedly connected with a backing plate (11), the driving end of the motor (10) is fixedly connected with a disc (14), the outer portion of the disc (14) is fixedly connected with a follower plate (15), the inner wall of the follower plate (15) is fixedly connected with a rotating shaft (16), and one end of the rotating shaft (16) away from the follower plate (15) is rotatably connected with a roller (17).
3. A water channel seepage prevention design structure according to claim 2, characterized in that: The top of the concrete layer (1) is fixedly connected with two chute columns (20), the proximal side of the two chute columns (20) is slidably connected with a baffle (21), the inner wall of the baffle (21) is provided with a slide (18), and the outer wall of the roller (17) is slidably connected to the outer wall of the slide (18).
4. The water channel seepage prevention design structure according to claim 1, characterized in that: The outer wall of the concrete layer (1) is fixedly connected with a seepage prevention layer (4), and the bottom of the floating base (7) is coupled to the top of the seepage prevention layer (4).
5. The water channel seepage prevention design structure according to claim 1, characterized in that: The seepage preventing assembly comprises a concrete layer (1), the bottom of the concrete layer (1) is fixedly connected with a gravel layer (2), and the bottom of the gravel layer (2) is fixedly connected with a base soil layer (3).
6. The water channel seepage prevention design structure according to claim 2, characterized in that: The top of the concrete layer (1) is fixedly connected with a bearing plate (19), the top of the bearing plate (19) is fixedly connected with a support plate (13), and the outer wall of the backing plate (11) is fixedly connected to the outer wall of the support plate (13).
7. A water channel seepage prevention design structure according to claim 6, characterized in that: The top of the backing plate (11) is fixedly connected with a protective cover (12), and one end of the support plate (13) away from the disc (14) is fixedly connected to the outer portion of the protective cover (12).
8. The water channel seepage prevention design structure according to claim 3, characterized in that: The outer portion of the measuring rod (6) is fixedly connected with a scale (22).