Overground ensilage pond

Abstract

The utility model provides an overground ensilage pond, which belongs to the technical field of animal husbandry, and comprises a foundation base surface, a base pond, enclosure pond walls, enclosing walls, upright posts, a ceiling, a sewage collecting tank, grids and a sewage collecting hopper, the base pond is built in a pit of the foundation base surface, and a diversion trench is reserved at the bottom of the base pond; according to the utility model, the plurality of groups of long-strip-shaped diversion trenches are uniformly distributed on the surface of the base pool, the plurality of diversion trenches can divide the base pool, and the plurality of diversion trenches distributed on the surface of the base pool can shorten the discharge distance of percolate of rainwater and silage; the triangular flow guide belt at the upper end of the side face of the flow guide groove is provided with two inclined faces and can make contact with the bottom of the silage, so that percolate seeping from the bottom of the silage downwards and obliquely flows into the flow guide groove along the flow guide belt and then is rapidly discharged into the drainage groove, and then the percolate is downwards and directly guided into the dirt collecting groove in the bottom of the base pond. The discharge speed of rainwater and percolate is effectively increased, and the quality of silage is effectively improved.

Description

Technical Field

[0001] This utility model relates to the field of animal husbandry technology, and in particular to an above-ground silage pit. Background Technology

[0002] A silage pit is a facility used to store silage. It is commonly used in animal husbandry. It is made by sealing green and juicy corn stalks in a facility under appropriate moisture and sugar content, and fermenting them by using lactic acid to inhibit the growth of bacteria. It is a fermentation tank that is easy to store in large quantities and for long-term preservation of feed. The feed produced has the characteristics of low loss of forage nutrients, good palatability, and high digestibility.

[0003] In actual use, the following shortcomings have been found in existing silage pits:

[0004] Although the bottom of the existing silage pit is designed with a sloping surface to allow rainwater and leachate to flow into the drainage ditch at the bottom, the flow path is long due to the accumulation of silage raw materials, making it difficult to drain rainwater and leachate. This results in slow water seepage at the bottom, which in turn causes excessive acidity and affects the quality of the silage.

[0005] Since an anaerobic environment is crucial for the success of silage, lactic acid bacteria can multiply rapidly under anaerobic conditions, accelerating the fermentation of corn silage raw materials and ensuring long-term preservation of silage. The existing flat bottom of the silage pits causes the silage raw materials to be piled up flat, making it difficult for air to circulate, resulting in a poor anaerobic environment and unsatisfactory silage.

[0006] Therefore, this application provides above-ground silage pits to meet the demand. Utility Model Content

[0007] The purpose of this utility model is to solve the problems existing in the above-mentioned background technology and to propose an above-ground silage pit.

[0008] To solve the above-mentioned technical problems, this utility model provides the following technical solution:

[0009] A ground-level silage pit includes: a foundation surface, a base pool, an enclosing pool wall, a perimeter wall, columns, a roof, a sludge collection trough, a grid, and a sludge collection hopper. The base pool is constructed within a pit in the foundation surface. A flow channel is pre-reserved at the bottom of the base pool. A flow guide strip is provided on the surface of the base pool. A drainage trough is pre-reserved around the perimeter of the base pool. An enclosing pool wall is constructed along the perimeter of the base pool. A guide groove is pre-reserved on the surface of the enclosing pool wall. A perimeter wall is constructed around the base pool. A column is installed at the outer end of the perimeter wall on the foundation surface. A roof is installed on the top of the column. A sludge collection trough is constructed at the bottom of the base pool. A grid is installed at the upper end of the sludge collection trough. A sludge collection hopper is installed inside the sludge collection trough.

[0010] Preferably, the base pool is inclined downward at 30°, and the base pool is provided with several sets of guide channels from the opening inward.

[0011] Preferably, the guide channel is distributed horizontally in a long strip on the surface of the base pool, and the horizontal plane of the drainage channel is lower than the horizontal plane of the guide channel.

[0012] Preferably, the drainage trough is located at the joint between the base pool and the wall of the enclosure pool, and the drainage trough is distributed downward along the joint between the base pool and the wall of the enclosure pool, and drainage troughs are reserved at both the left and right ends of the outer perimeter of the base pool.

[0013] Preferably, the guide channel is V-shaped, and openings are reserved at both ends of the guide channel, which are connected to the drainage channel.

[0014] Preferably, the guide strip is made of cement masonry and is distributed horizontally in a long strip on the surface of the base pool, extending from one end of the base pool to the other end.

[0015] Preferably, the guide strip is triangular in shape, and the horizontal plane of the guide strip is higher than the horizontal plane of the bottom of the base pool.

[0016] Preferably, the guide strip is distributed on the upper side of the guide channel, and one side of the guide strip is connected to the upper edge of one side of the guide channel.

[0017] Compared with the prior art, this utility model has at least the following beneficial effects:

[0018] 1. Several sets of long strip-shaped guide channels are evenly distributed on the surface of the base pool. These channels divide the base pool into sections and shorten the discharge distance of rainwater and leachate from silage. The triangular guide strip at the upper side of the guide channel has two inclined surfaces that can contact the bottom of the silage. This allows the leachate from the bottom of the silage to flow downwards along the guide strip into the guide channel and then quickly discharge into the drainage ditch. Finally, it is directly guided downwards into the collection ditch at the bottom of the base pool, effectively improving the discharge speed of rainwater and leachate and thus improving the quality of the silage.

[0019] 2. By constructing a flow guide belt on the surface of the base pool, the flow guide belt can leave gaps at the bottom of the piled silage. The flow guide belt is distributed on the upper side of the flow guide channel, and one side of the flow guide belt is connected to the upper edge of one side of the flow guide channel, forming a height difference with the concave flow guide channel. This facilitates the sinking of silage, improves air circulation, facilitates the discharge of residual gas from the silage sediment, and enhances the anaerobic environment of the silage. Attached Figure Description

[0020] The accompanying drawings, which are incorporated herein and form part of the specification, illustrate embodiments of the present disclosure and, together with the specification, further serve to explain the principles of the present disclosure and enable those skilled in the art to implement and use the present disclosure.

[0021] Figure 1 This is a schematic diagram of the overall structure of this utility model;

[0022] Figure 2 This is a schematic diagram of the drainage structure of the base pool of this utility model;

[0023] Figure 3 For the present utility model Figure 1 Enlarged structural diagram at point A;

[0024] Figure 4 For the present utility model Figure 1 Enlarged structural diagram at point B.

[0025] [Figure Labels]

[0026] 1-Foundation surface; 2-Base pool; 3-Enclosing pool wall; 4-Enclosure wall; 5-Column; 6-Roof; 7-Collection trough; 8-Grid; 9-Collection hopper; 201-Drainage channel; 202-Drainage strip; 203-Drainage channel; 301-Placement trough.

[0027] As shown in the figure, specific structures and devices are marked in the figure to clearly illustrate the structure of the embodiments of this utility model. However, this is only for illustrative purposes and is not intended to limit this utility model to the specific structure, device and environment. According to specific needs, those skilled in the art can adjust or modify these devices and environments, and such adjustments or modifications are still included in the scope of the appended claims. Detailed Implementation

[0028] like Figure 1 , Figure 2 , Figure 3 and Figure 4 The above-ground silage pit shown in this embodiment of the present invention includes: a foundation surface 1, a base pool 2, a retaining pool wall 3, a surrounding wall 4, a column 5, a roof 6, a sludge collection trough 7, a grid 8, and a sludge collection hopper 9. The base pool 2 is built in the pit of the foundation surface 1. A guide channel 201 is reserved at the bottom of the base pool 2. A guide strip 202 is provided on the surface of the base pool 2. A drainage channel 203 is reserved around the base pool 2. The retaining pool wall 3 is built along the outer pit wall of the base pool 2. A guide channel 301 is reserved on the surface of the retaining pool wall 3. The surrounding wall 4 is built around the base pool 2. A column 5 is installed at the outer end of the retaining wall 4 on the foundation surface 1. A roof 6 is installed on the top of the column 5. A sludge collection trough 7 is built at the bottom of the base pool 2. A grid 8 is installed at the upper end of the sludge collection trough 7. A sludge collection hopper 9 is installed inside the sludge collection trough 7.

[0029] In this embodiment, the base pool 2 is inclined downward at 30°, and the base pool 2 is provided with several sets of guide channels 201 from the opening inward, so that rainwater and leachate from silage can be guided downward.

[0030] In this embodiment, the diversion channels 201 are distributed horizontally in a long strip on the surface of the base pool 2. The horizontal plane of the drainage channel 203 is lower than the horizontal plane of the diversion channels 201. Several diversion channels 201 can divide the base pool 2. By the several diversion channels 201 distributed on the surface of the base pool 2, the discharge distance of rainwater and leachate of silage can be shortened, the discharge speed of rainwater and leachate can be increased, and the quality of silage can be effectively improved.

[0031] In this embodiment, the drainage trough 203 is located at the joint between the base pool 2 and the enclosure pool wall 3. The drainage trough 203 is distributed downward along the joint between the base pool 2 and the enclosure pool wall 3, and drainage trough 203 is reserved at both the left and right ends of the outer perimeter of the base pool 2.

[0032] In this embodiment, the guide channel 201 is V-shaped, and openings are reserved at both ends of the guide channel 201. The left and right ends of the guide channel 201 are connected to the drainage channel 203. Rainwater and leachate from silage can be discharged into the drainage channel 203 through the guide channel 201, and then directly guided downwards to the sludge collection tank 7 at the bottom of the base pool 2.

[0033] In this embodiment, the guide belt 202 is made of cement masonry and is distributed horizontally in a long strip on the surface of the base pool 2, extending from one end of the base pool 2 to the other end. By constructing the guide belt 202 on the surface of the base pool 2, the guide belt 202 can leave gaps at the bottom of the piled silage and form a height difference with the concave guide channel 201, thereby facilitating the sinking of silage, improving air circulation, facilitating the discharge of residual gas from the silage sedimentation, and improving the anaerobic environment of the silage.

[0034] In this embodiment, the guide belt 202 is triangular in shape, and the horizontal plane of the guide belt 202 is higher than the bottom horizontal plane of the base pool 2. The triangular guide belt 202 has two inclined surfaces, which can contact the bottom of the silage, so that the leachate seeping from the bottom of the silage flows downward along the guide belt 202 into the guide channel 201.

[0035] In this embodiment, the guide belt 202 is distributed on the upper side of the guide channel 201, and one side slope of the guide belt 202 is connected to the upper edge of one side of the guide channel 201. The silage leachate seeping from the guide belt 202 can be quickly guided downward into the guide channel 201.

Claims

1. An above-ground silage pit, characterized in that, include: The foundation surface (1), the base pool (2), the retaining pool wall (3), the surrounding wall (4), the column (5), the roof (6), the sludge collection trough (7), the grid (8), and the sludge collection hopper (9) are constructed in the pit of the foundation surface (1). The base pool (2) is built in the pit. The bottom of the base pool (2) is reserved with a guide channel (201). The surface of the base pool (2) is provided with a guide strip (202). The periphery of the base pool (2) is reserved with a drainage ditch (203). The base pool (2) is located along the periphery of the pit. The base pool (2) is surrounded by a wall (3), and a guide groove (301) is reserved on the surface of the wall (3). A wall (4) is built around the base pool (2). A column (5) is installed at the outer end of the wall (4) on the foundation surface (1). A canopy (6) is installed on the top of the column (5). A sludge collection trough (7) is built at the bottom of the base pool (2). A grid (8) is installed at the upper end of the sludge collection trough (7). A sludge collection hopper (9) is installed inside the sludge collection trough (7).

2. The above-ground silage pit according to claim 1, characterized in that: The base pool (2) is inclined downward at 30°, and the base pool (2) is provided with several sets of guide channels (201) from the opening inward.

3. The above-ground silage pit according to claim 1, characterized in that: The guide channel (201) is distributed horizontally in a long strip on the surface of the base pool (2), and the horizontal plane of the drainage channel (203) is lower than the horizontal plane of the guide channel (201).

4. The above-ground silage pit according to claim 1, characterized in that: The drainage trough (203) is located at the joint between the base pool (2) and the enclosure pool wall (3). The drainage trough (203) is distributed downward along the joint between the base pool (2) and the enclosure pool wall (3), and drainage troughs (203) are reserved at both the left and right ends of the outer perimeter of the base pool (2).

5. The above-ground silage pit according to claim 1, characterized in that: The guide channel (201) is V-shaped, and openings are reserved at both ends of the guide channel (201). The left and right ends of the guide channel (201) are connected to the drainage channel (203).

6. The above-ground silage pit according to claim 1, characterized in that: The guide strip (202) is made of cement masonry and is distributed horizontally in a long strip on the surface of the base pool (2), extending from one end of the base pool (2) to the other end of the base pool (2).

7. The above-ground silage pit according to claim 1, characterized in that: The guide strip (202) is triangular in shape, and the horizontal plane of the guide strip (202) is higher than the bottom horizontal plane of the base pool (2).

8. The above-ground silage pit according to claim 1, characterized in that: The guide strip (202) is distributed on the upper side of the guide groove (201), and one side of the guide strip (202) is connected to the upper edge of one side of the guide groove (201).

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