KR19980022693A - A device that can process cow house (woon, pig) excrement without power - Google Patents

Abstract

The present invention is to be able to process the livestock feces of small livestock farms and livestock farms in the backcountry with no power, natural excretion of manure and urine while the excretion of the livestock (pig, cattle) using the terrain natural pressure (hydraulic pressure) By separating and purifying by), it is intended to be able to process the excrement without power without the need for a separate power.

Description

A device that can process barn (woon, pig) excrement without power.

The present invention relates to a device for completely purifying and separating the excrement such as the excrement in the livestock farms of small scale livestock farms, and in particular, by using a feature of the excrement of livestock (cows, pigs) excreted in the livestock house While naturally falling, manure and urine are separated and purified by natural pressure (hydraulic pressure), so that the excrement can be processed without power without requiring additional power.

Currently, livestock raising in small livestock farms is kept in the same state as mud pit due to manure excretion and food dregs excreted by the livestock. The problem is that the interior gets messier.

As a result, the livestock's urine and urine should be separated and discharged smoothly from time to time in the indoor barn. However, no method for discharging them has been proposed in the current livestock house. Since they are not released in a completely purified state, these excrements are the main cause of environmental pollution.

Therefore, in general, as a method of processing the excretion and urine excreted by the livestock generated in the indoor barn, the cattle are sent to the outdoor barn and the worker collects the dirt with a shovel and transports it to a separate storage space. Cleaning the bottom of the barn.

As such, the filthy water (spray and urine) generated when the house is cleaned by spraying is discharged into the river in a state without being purified, thus becoming a main cause of environmental pollution.

In addition, there is an unsanitary problem that the surrounding environment of the storage tank becomes dirty due to the smell of manure that occurs when the house is kept in a separate storage tank because the waste collected during the house cleaning is stored in a separate storage tank.

In addition, since the house must be treated with human power, the livestock farmers who are lacking in their hands are unable to replenish their lack of work because they tend to avoid hard work. The problem of dying or avoiding livestock raising is a difficult situation for domestic livestock raising, and the livestock industry is in a very difficult situation.

In order to solve the problems described above, the present invention separates and purifies sewage and urine by natural pressure (hydraulic pressure) when natural excretion of livestock (cows, pigs) excreted in the barn using the terrain to separate the power. Without this need to be able to process the excrement without power, the excrement is to be completely fermented so that it can be reused as feed.

1 is an overall block diagram showing a livestock waste treatment of the present invention.

2 is a block diagram of a state in which the apparatus of the present invention is installed using the feature.

3A is an external schematic view of the house.

3B is an internal schematic view of the house.

3C is a schematic view of the drainage of the pen.

4A is a schematic diagram of an outdoor barn.

4B is a schematic diagram of a livestock protection film.

4C is a schematic representation of a natural manure tank of animal waste.

5A is a separator of livestock waste and sewage.

5B is a schematic diagram of the tank.

6A is a plan view of a filter inserted into the interior of the trough.

6B is a schematic diagram showing the configuration of the filter layer.

6C is an external perspective view of the assembled filter.

6D is a schematic diagram showing the frame structure of a filter.

6E-6G is a detailed assembly view of the filter.

7A-7F are detailed views of the state in which the filter is assembled.

8 is a schematic view showing the configuration of a fermentation tank of barn feed.

9 is an external perspective view of a fermentation tank of barn feed.

Explanation of Signs of Major Parts of Drawings

1: drainage path 2: outlet

3: stirring container 4: medicine container

5: slide plate 6: safety shield

7: pillar 8: support

9: garrison 10: articles

11: overline 12: outlet

13: discharge pipe 14: blocking film

16: intermediate discharge path 17: separator

18: sewage tank 19: subsidence tank

20: cutoff device 21: filter door

22: frame 23: rail

24: filter box 25: mesh

26: filter 27: charcoal

28: artificial mesh 29: rail groove

15: measuring sphere

1 and 2 are block diagrams showing the operation of the apparatus of the present invention, the drainage path 1 inclined to one side of the excrement disposed in the livestock barn A and the outdoor barn B, as shown in Fig. 3C. Natural discharge to the discharge port (2) through the waste water discharged by the discharge port (2) flows into the coagulant stirring vessel (3) and diluted with the chemical injected into the coagulation drug container (4) and settles it (C). ) As natural particles are settled by its own weight due to the increase of particles by chemicals, sewage (min) and sewage (urine) are separated, and the sewage flows into the storage tank (F), and the sewage flows into the immersion tank (D). After the sewage and sewage are re-separated secondly by a natural drop, the sewage is introduced again into the storage tank (F), and the purified sewage is purified again by a filter tank equipped with a filter and discharged to the outside. I did it.

As shown in FIG. 2, the facility needs a means for obtaining a separate potential energy on the flat land by using the potential energy, and the mountainous local tax can be installed using the features.

Figure 3A is an example showing the outside of the exit (A) and Figures 3B and 3C are views showing the inside of the livestock house, and for the drainage of the manure, a slidable plate 5 having a slippery surface, such as SUS iron plate or PVC, is installed to prevent animal waste. In order to easily flow into the drainage (1) and to prevent the livestock from being injured or fall into the drainage (1) due to the sliding of the slide plate (5) is to install a safety shield (6).

At this time, the barn should be installed at the highest point of the terrain, and the inside should be formed to be inclined at a constant side from the center to the side, so that the manure flows smoothly into the drainage path (1) through the side slide plate (5) and flows smoothly into the settling tank (C). , Of course, it should be formed to have a constant slope to the discharge port (2).

4A is a schematic view of an outdoor barn, and FIG. 4B shows the construction of a safety shield 6, and a regular fence is formed by installing pillars 7, a support 8, and a scale 9 in a predetermined area to scatter livestock. In addition, as in the barn shown in Figs. 3B and 3C outside the fence, another drainage channel (not shown) may be installed outdoors to prevent rainwater from entering in rainy weather to reduce the throughput of sewage (wastewater) as much as possible.

Therefore, the excrement flowing down through the drainage path 1 of the livestock house A and the outdoor livestock house B flows into the coagulant stirring vessel 3 as shown in 4C, and is injected at a predetermined interval from the coagulation vessel 4. Dilution by the drug is introduced into the settling tank (C).

The sedimentation tank (C) is installed at a lower position than the barn (A) and (B), so that the specific gravity of the particles increased due to the coagulant in the livestock excrement becomes natural sedimentation. As a process for separating the sedimentation tank (C), as shown in Figure 4C, the inner bottom of the tank during the discharge of waste to form the inclined plate (10) of the upper and lower straits to minimize the phenomenon that the dirt adheres To give a steep slope to form, in order to prevent the sewage from floating over the tank by continuing sedimentation to form an overline 11 in the upper part of the sedimentation tank (C), the waste discharge outlet (12) at the lower end of the sedimentation tank (C) Formed to connect to the discharge pipe 13, to form a blocking film 14 for opening and closing the outlet (12).

In addition, in order to check and discharge the sediment after the sediment settled, a gage measuring tool 15 is installed therein, and an intermediate discharge path 16 is installed at an appropriate place along the slope to connect the discharge pipe 13 to discharge the sewage. And intermediate discharge path 16 is to be blocked by the valve.

FIG. 5A is a view showing the excrement natural submerged tank (D), which is installed on the terrain lower than the sedimentation tank (C) to naturally settle the sewage rising from the sedimentation tank (C) and the sewage overflowed into the intermediate discharge path (16). By installing a waste separator 18 on the inclined surface with an inclined surface of about 135 ° -150 °, the sewage tank 18 is installed, and on the opposite side of the sewage tank 18, the same slope is applied to the hydraulic pressure. It is formed so as to separate the water from the feces separator 17, the sedimentation tank 19 to the lower side of the sewage tank 18 is installed by separating the feces blocking device 20, each tank (18) ( 19) The discharge pipe 13 is formed at the lower side.

At this time, in order to replace the excrement separator 17 formed on the inclined surface of the sewage tank 18, the filter door 21 is formed on the outer wall of the settling tank (C).

FIG. 5B is a drawing showing the catching tank (E) for purifying the sewage coming from the sewage tank 18 and the discharge pipe 13 of the sedimentation tank C, which is installed at the lowest position, and firmly retains the retaining wall and the floor. After installation and waterproofing, the base plate is attached inside the retaining wall to assemble the frame 22 with bolts as shown in the drawing. The thickness of the retaining wall is proportional to the freshwater in proportion to the size of the filter tank (E) and the amount of filthy water. You just need to determine the thickness.

In this case, the frame 22 is installed after coating (rubber, FRP resin) treatment to prevent corrosion, and the rail 23 coupled to the frame 22 is coated without friction when disassembling the filter box 24. It is preferable not to.

The filter box 24 sequentially the artificial mesh 25, the filter 26, the charcoal 27, the artificial mesh 28 in the form shown in Figure 6B to prevent the purification and separation of sewage The stack is formed to be completely sealed in a drawer type, and a groove 29 for the rail is formed at the bottom to be assembled to the rail formed in the frame 22.

At this time, the material of the artificial mesh (25) (28) and the filter (26) should be used as a material that can be reused after washing and drying. Each layer is separated by a thin wire mesh at the end of each layer without separation. Finish with a wire mesh.

In addition, the upper portion of the filter box 24 is configured to be opened and closed by forming a hinge, to form and fix the ring so that the box does not open.

FIG. 8 shows the inside of the tank E which can be fermented while storing the excrement separated from the settling tank C and the submerging tank D. FIG. 9 shows the outside and inclined the wall and the bottom surface for easy discharge. To give a lot to form, it is to be installed to prevent rain water from entering the storage tank during rain.

The present invention configured as described above flows through the drainage path 1 formed outside the barn A and B when the livestock living in the barn A and the outdoor barn B excrete excrement. Livestock excreta flowing down from the barn is introduced into the sewage and flocculation drug stirring barrel (3) through the outlet (2), dilution of the excrement with the flocculation chemicals and introduced into the settling furnace (C).

At this time, when the amount of the inlet is small, the manure can be directly introduced into the immersion tank (D), and the natural immersion in the immersion tank (D) can be treated.

The settling tank (C) is diluted in the coagulant, and the particles become larger, so that the water naturally sinks, and the urine (sewage) rises to the upper side. Therefore, by opening the intermediate discharge path 16 formed on the inclined surface, the sewage flows into the immersion tank (D). , If the sewage that floats after overflowing the tank flows into the overline (11) and flows into the catch tank (E), but when there is a large amount of sewage in the injured sewage, it enters the natural immersion tank (D) to induce reprecipitation By minimizing the inflow of the filter tank of the filter tank (E), as well as the extension of the filter, and to completely clean the sewage.

After opening and closing the valve of the intermediate discharge passage 16 to introduce the sewage into the submerged tank (D), the sinking manure storage tank through the outlet 12 through which the sinking membrane 14 formed at the lower side of the sedimentation tank (C) is settled. Inflow to (F).

At this time, when the sewage and the sewage is introduced and the sedimentation is completed and there is no further inflow, the amount is small, and even if the sewage and the sewage remain mixed even when using the intermediate discharge path 16, the barrier membrane 14 is opened and the outlet 12 is opened. Through the sedimentation tank (C) through to separate the sewage and sewage.

The sewage flowing into the immersion tank (D) is formed by giving a steep incline to the opposite side of the excreta separator (17), so it falls naturally, and the sewage and sewage are separated by the excreta separator (17) and the sewage flows into the sewage tank (18), Soil is introduced into the settlement tank (19).

At this time, the sewage and sewage are separated by natural dropping, so that the sewage that has not passed through the excreta separator 17 naturally flows into the sinking tank 19, and the sewage flowing into the sinking tank 19 receives a load by the sediment being accumulated. So that the immersion in the submerged tank (D), and again under the load to pass through the excrement separator 17 is introduced into the sewage tank 18, so the soil (side) and sewage (urine) is naturally separated.

At this time, if the sewage is too much dirt or the filter of the excreta separator 17 is not made completely, the sewage (wastewater) is introduced into the filtering tank (E) through the upper part of the immersion tank (D) in the filtering tank (E) Purify

The filtering tank (E) collects the sewage flowing into the final process of the sewage process into the artificial mesh 25 and collects the bulk of the sewage firstly, and then filters the fine sewage particles into the filter 26 secondly, After the bacteria and odors are removed from the charcoal 27 layer, the artificial mesh 28 filters the char dregs flowing down from the charcoal layer 27.

After filtering the sewage, the purified water is discharged to the stream through the outlet.

On the other hand, the soil stored in the livestock manure storage tank (F) can serve as an accelerator for the fermentation of livestock manure by spraying fermentation evenly about twice a day. Can also be used.

In addition, since the inside of the barn needs to be processed by human power, the waste generated at this time is introduced into the storage tank (F) when the manure is injected into the manure inlet (7).

As described above, since the present invention processes the excrement by using natural features falling from a high place to a low place, it is convenient to use because it can process the excrement without the need of human power.

Claims (1)

The feces excreted in the livestock barn (A) and the outdoor barn (B) where the livestock live are introduced into the sewage and flocculation dilution tank (3-2), diluted and introduced into the sedimentation tank (C) to sink the particles. In the state, sewage (min) and sewage (urine) are separated by natural subsidence, and the sewage flows into the storage tank (F), and the sewage flows into the immersion tank (D), and the sewage and sewage are separated again by natural falloff. After that, the wastes are re-introduced into the storage tank (F), and the sewage is introduced into the filter tank (E) to be purified by a filter house (woosa, pigs) feces processing apparatus.