Drainage channel for saline-alkali soil treatment
By designing a semi-open saline-alkali land treatment drainage channel and using a combination of shielding hood and anti-seepage plates, the problems of rapid water evaporation and salt transfer of drainage ditches are solved, and the effect of reducing water loss and extending service life is achieved.
Patent Information
- Application Number
- CN202421968890.0
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-08-14
- Publication Date
- 2025-05-23
- Estimated Expiration
- 2034-08-14
AI Technical Summary
When used, the existing drainage ditch is completely open, the water evaporates rapidly, which increases the salt concentration, which in turn affects the soil treatment effect. The slope of the ditches accelerates erosion under the impact of water flow, and the fallen leaves of plants enter the drainage ditch and affects their use.
A drainage channel for saline-alkali land treatment is designed, and a semi-open design is used to reduce water evaporation through a shield, and a sealed cavity composed of an external anti-seepage plate, an inner isolation plate and a connecting plate is blocked by blocking the flow of salt. At the same time, the buffer layer provides deformation space and insulation effect.
It effectively reduces the evaporation of water in the drainage channel, reduces salt transfer, extends the service life of the drainage channel, and reduces the impact on the surrounding soil treatment effect.
Smart Images
Figure CN222893601U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the technical field of drainage channels, in particular to a drainage channel for treating saline-alkali land. Background Art
[0002] In the process of agricultural development, the problem of land salinization has emerged. Among the various measures to control saline-alkali land, drainage is a fundamental and key measure. Improving drainage facilities can accelerate the discharge of salt leached from soil and groundwater by salt washing, irrigation and rainfall; and lower the groundwater level to prevent salt-containing groundwater from migrating to the surface and causing soil salt accumulation and surface salt return. Open ditch drainage is one of the main methods of saline-alkali land drainage, which has the effect of regulating regional hydrological conditions, promoting soil desalination, and improving soil texture.
[0003] At present, when the drainage ditch is in use, since the drainage ditch is in a completely open state, the evaporation rate of water in the drainage ditch is high, which increases the salt concentration in the drainage ditch, and then makes it easy for salt transfer to occur, affecting the soil management effect around the drainage ditch, and the erosion of the ditch slope is accelerated under the impact of water flow. In the prior art, some schemes protect the slope by planting salt-alkali tolerant plants on the slope, but the fallen leaves of the plants will fall directly into the drainage ditch, affecting the use of the drainage ditch; based on this, the present application proposes a drainage ditch for saline-alkali land management. Utility Model Content
[0004] The utility model provides a drainage channel for saline-alkali land treatment, which solves the problem proposed in the above background technology that the drainage ditch is in a completely open state, the water evaporation rate in the drainage ditch is slow, the salt concentration in the drainage ditch is increased, and then the salt transfer is easy to occur, affecting the soil treatment effect around the drainage ditch; by planting plants on the slope of the drainage ditch to protect the slope, the fallen leaves of the plants will fall into the drainage ditch, affecting the use of the drainage ditch.
[0005] The utility model provides the following technical solutions: a drainage channel for saline-alkali land treatment, comprising a drainage channel body and a shielding cover, the top of the drainage channel body is clamped with the shielding cover, a drainage gap is provided between the bottom of the shielding cover and the top of the drainage channel body, the shielding cover comprises a fixed cover and a movable cover, both the fixed cover and the movable cover are clamped with the top of the drainage channel body, the fixed cover and the movable cover are alternately arranged, the drainage channel body comprises an outer anti-seepage plate, an inner isolation plate and a connecting plate, the outer anti-seepage plate, the inner isolation plate and the connecting plate form a sealed cavity, a shaping layer is provided in the middle of the inner cavity of the sealed cavity, the outer surface of the shaping layer is wrapped with a buffer layer, and the buffer layer is fixedly connected to the inner wall of the sealed cavity.
[0006] Preferably, fixing plates are fixed on both sides of the top of the drainage channel body, a clamping hole is provided in the middle of the other end of the fixing plate, and clamping rods are fixedly connected to the bottoms of both the fixed cover and the movable cover, and the clamping rods are adapted to the clamping holes.
[0007] Preferably, the shielding cover is an arc-shaped structure protruding outward, the length of the shielding cover is smaller than the length of the top of the drainage channel body, and the end of the shielding cover is provided with a rounded corner.
[0008] Preferably, one end of the fixing plate away from the drainage channel body is arc-shaped, and the outer diameter of the end of the fixing plate away from the drainage channel body is the same as the inner diameter of the shielding cover.
[0009] Preferably, the outer surface of the shielding cover is provided with a heat-insulating coating, and the inner wall of the shielding cover is provided with an anti-sticking coating.
[0010] Compared with the prior art, the utility model has the following beneficial effects:
[0011] 1. The drainage channel for saline-alkali land treatment is semi-open through the setting of the shielding cover. The shielding cover can shield the drainage channel, reduce the natural evaporation of the drainage channel, and reduce water loss; and the shielding cover can be quickly disassembled and assembled, which is convenient for cleaning the drainage channel and facilitating the replacement and maintenance of the shielding cover.
[0012] 2. The drainage channel for saline-alkali land treatment can intercept water by setting up external anti-seepage plates, connecting plates and internal isolation plates, avoid the transfer of salt in the drainage channel, and reduce the impact of water in the drainage channel on the surrounding soil treatment effect; through the setting of the buffer layer, deformation space is provided for the external anti-seepage plates, connecting plates, shaping layers and internal isolation plates, reducing the probability of damage to the drainage channel due to thermal expansion and contraction, and the buffer layer can insulate the shaping layer, reduce the impact of the external environment on the shaping layer, and extend the service life of the shaping layer. BRIEF DESCRIPTION OF THE DRAWINGS
[0013] Figure 1 This is a front view of the structure of the utility model;
[0014] Figure 2 The utility model structure Figure 1 Front view schematic diagram;
[0015] Figure 3 The utility model structure Figure 1 Explosion diagram;
[0016] Figure 4 It is a schematic cross-sectional view of the drainage channel body of the utility model structure.
[0017] In the figure: 1. drainage channel body; 2. fixed plate; 3. movable cover; 4. clamping rod; 5. fixed cover; 6. inner isolation plate; 7. shaping layer; 8. buffer layer; 9. outer anti-seepage plate; 10. connecting plate; 11. clamping hole. DETAILED DESCRIPTION
[0018] The following will be combined with the drawings in the embodiments of the utility model to clearly and completely describe the technical solutions in the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, not all of the embodiments. Based on the embodiments in the utility model, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the utility model.
[0019] The utility model provides a drainage channel for saline-alkali land treatment, including a drainage channel body 1 and a shielding cover, wherein a fixing plate 2 is evenly fixedly connected to the top of the drainage channel body 1, and a clamping hole 11 is provided at one end of the fixing plate 2 away from the drainage channel body 1, and clamping rods 4 are fixedly connected to both sides of the bottom of the shielding cover, and the clamping rods 4 are adapted to the clamping holes 11, and when the clamping rods 4 are clamped with the clamping holes 11, the end of the fixing plate 2 away from the drainage channel body 1 contacts the inner wall of the shielding cover, and the fixing plate 2 supports the shielding cover. It can be seen from the above description that the shielding cover and the drainage channel body 1 can be quickly fixed or separated.
[0020] There is a drainage gap between the bottom of the shielding cover and the top of the drainage channel body 1. The saline-alkali land water can be discharged into the drainage channel body 1 through the drainage gap. The drainage gap can be set according to needs and is not limited here. The shielding cover is an arc-shaped structure protruding outward. The end of the fixed plate 2 away from the drainage channel body 1 is arc-shaped. The outer diameter of the end of the fixed plate 2 away from the drainage channel body 1 is the same as the inner diameter of the shielding cover. The length of the shielding cover is less than the length of the top of the drainage channel body 1, and the end of the shielding cover is provided with a rounded corner. With this arrangement, the shielding cover can shield the drainage channel body 1, reduce the evaporation of the drainage channel body 1, and reduce the water loss in the drainage channel. The evaporated water and rainwater can slide along the shielding cover into the drainage channel body 1, and the shielding cover can block fallen leaves, dust, etc., reduce the amount of fallen leaves entering the drainage channel, and extend the cleaning frequency of the drainage channel. The length of the shielding cover can be set according to needs and is not limited here.
[0021] The outer surface of the shielding cover is provided with a heat-insulating coating, which may be a nano heat-insulating coating. The inner wall of the shielding cover is provided with an anti-stick coating, which may be a special anti-fouling and anti-stick coating. The setting of the heat-insulating coating can reduce the influence of external heat on drainage in the drainage channel and reduce the evaporation of water. The setting of the anti-stick coating can facilitate water droplets adhering to the inner wall of the shielding cover to slide back into the drainage channel.
[0022] The above-mentioned shielding cover includes a fixed cover 5 and a movable cover 3, and the bottoms of the fixed cover 5 and the movable cover 3 are fixedly connected with a clamping rod 4, and the fixed cover 5 and the movable cover 3 are alternately arranged. Through the arrangement of the movable cover 3 and the fixed cover 5, when the drainage channel is in use, the staff can clean the silt in the drainage channel by disassembling the movable cover 3, and when the drainage channel is in use, the staff can replace the damaged fixed cover 5 or movable cover 3 separately, which is convenient for repairing the shielding cover.
[0023] The above-mentioned drainage channel body 1 includes an outer anti-seepage plate 9, an inner isolation plate 6 and a connecting plate 10. The outer anti-seepage plate 9, the inner isolation plate 6 and the connecting plate 10 form a sealed cavity. Through the setting of the outer anti-seepage plate 9, the flow of salt can be blocked to avoid the transfer of salt in the drainage channel. The inner isolation plate 6 and the connecting plate 10 can be opposite. A shaping layer 7 is provided in the middle of the inner cavity of the sealed cavity. The outer surface of the shaping layer 7 is wrapped with a buffer layer 8. The buffer layer 8 is fixedly connected to the inner wall of the sealed cavity. Through the setting of the buffer layer 8, the shaping layer 7, the outer anti-seepage plate 9, the inner isolation plate 6 and the connecting plate 10 have deformation space, which reduces the probability of deformation of the drainage channel due to thermal expansion and contraction, and the buffer layer 8 can protect the shaping layer 7, reduce the influence of the external temperature on the shaping layer 7, and extend the service life of the drainage channel. In some embodiments of the present application, the outer anti-seepage plate 9, the inner isolation plate 6 and the connecting plate 10 are all made of fiberglass, the outer surface of the fiberglass is coated with an anti-seepage membrane, the shaping layer 7 is made of concrete, and the buffer layer 8 is made of rubber.
[0024] To sum up: when the drainage channel for saline-alkali land treatment is in use, it is semi-open, and the shielding cover can shield the drainage channel to reduce the evaporation of water in the drainage channel, and some of the evaporated water will condense when it comes into contact with the shielding cover, gather into water droplets and drip back into the drainage channel, further reducing the loss of water in the drainage channel. The drainage channel frame composed of the outer anti-seepage plate 9, the inner isolation plate and the connecting plate has an anti-seepage function, which avoids the transfer of salt in the drainage channel and reduces the impact of the drainage channel on the surrounding soil; the buffer layer provides deformation space for the drainage channel frame and the shaping layer 7, reducing the probability of deformation of the drainage channel due to thermal expansion and contraction, and the buffer layer 8 can protect the shaping layer 7, reduce the impact of the external temperature on the shaping layer 7, and extend the service life of the drainage channel.
[0025] The standard parts used in the utility model can be purchased from the market, and the special-shaped parts can be customized according to the description in the specification and the drawings. The specific connection methods of each part adopt the conventional means such as mature bolts, rivets, welding, etc. in the prior art. The machinery, parts and equipment all adopt the conventional models in the prior art and will not be described in detail here. The contents not described in detail in this specification belong to the prior art known to professional and technical personnel in this field. Although the embodiments of the utility model have been shown and described, it can be understood by ordinary technicians in this field that various changes, modifications, substitutions and variations can be made to these embodiments without departing from the principle and spirit of the utility model. The scope of the utility model is defined by the attached claims and their equivalents.
Claims
1. A drainage channel for saline-alkali land treatment, comprising a drainage channel body (1) and a shielding cover, characterized in that: The top of the drainage channel body (1) is clamped with a shielding cover, and a drainage gap is provided between the bottom of the shielding cover and the top of the drainage channel body (1). The shielding cover comprises a fixed cover (5) and a movable cover (3), and both the fixed cover (5) and the movable cover (3) are clamped with the top of the drainage channel body (1). The fixed cover (5) and the movable cover (3) are arranged alternately. The drainage channel body (1) comprises an outer anti-seepage plate (9), an inner isolation plate (6) and a connecting plate (10), and the outer anti-seepage plate (9), the inner isolation plate (6) and the connecting plate (10) form a sealed cavity. A shaping layer (7) is provided in the middle of the inner cavity of the sealed cavity, and the outer surface of the shaping layer (7) is wrapped with a buffer layer (8), and the buffer layer (8) is fixedly connected to the inner wall of the sealed cavity.
2. The drainage channel for saline-alkali land treatment according to claim 1, characterized in that: Fixed plates (2) are fixed on both sides of the top of the drainage channel body (1), a clamping hole (11) is provided in the middle of the other end of the fixed plate (2), and clamping rods (4) are fixedly connected to the bottoms of both the fixed cover (5) and the movable cover (3), and the clamping rods (4) are adapted to the clamping holes (11).
3. The drainage channel for saline-alkali land treatment according to claim 2, characterized in that: The shielding cover is an outwardly protruding arc-shaped structure, the length of the shielding cover is smaller than the length of the top of the drainage channel body (1), and the end of the shielding cover is provided with a rounded corner.
4. The drainage channel for saline-alkali land treatment according to claim 3 is characterized by: The end of the fixing plate (2) away from the drainage channel body (1) is arc-shaped, and the outer diameter of the end of the fixing plate (2) away from the drainage channel body (1) is the same as the inner diameter of the shielding cover.
5. The drainage channel for saline-alkali land treatment according to claim 1, characterized in that: The outer surface of the shielding cover is provided with a heat insulation coating, and the inner wall of the shielding cover is provided with an anti-stick coating.