KR101432922B1 - Landfill Site of Animal and Method for Constructing the same - Google Patents

Abstract

The present invention relates to a water-containing layer formed on the buried layer to prevent water from entering from the outside into the buried layer buried in livestock, a water-permeable layer formed on the water-containing layer for allowing water to flow from the outside, And a cover layer formed on the permeable layer at a height corresponding to the surrounding ground, and a method of constructing the same.
According to the present invention, by solving the restriction on land use, it is possible to improve the land use efficiency, reduce the disgust to the people around, passersby, and add the beauty of the surrounding landscape.

Description

[0002] Landfill Site of Animal and Method for Constructing the Same [

The present invention relates to livestock that have been killed or inflicted by infectious diseases or the like, and livestock litter for burial of suspected infectious livestock, and a construction method thereof.

Livestock killed or infected by contagious diseases such as foot-and-mouth disease, swine cholera, bird flu, etc., and livestock suspected to be infected (hereinafter referred to as "livestock") are subject to burial, anaerobic digestion, purification, composting, alkaline hydrolysis, Fermentation, and the like.

Among these treatment methods, burial is a method mainly used for treating a large amount of livestock generated in a short period of time, and is a method of treating burial ground after burial of a livestock at a predetermined place. A background technique for such livestock burial is described in Korean Patent Registration No. 10-1097919 (registered on Dec. 16, 2011).

BRIEF DESCRIPTION OF THE DRAWINGS Figure 1 is a conceptual side cross-sectional view of a prior art livestock burial.

Referring to FIG. 1, a prior art livestock infusion 10 is formed through the following construction method. First, the ground surface is excavated to a predetermined depth to make the bottom 11 and the side wall 12. Then, the livestock is buried in the space formed by the bottom 11 and the side wall 12. [ Next, the soil generated by excavation is buried again and covered to the ground. Next, the soil is buried as a mixture soil from the ground to a predetermined height to form a seal (shoehorn) 13, thereby forming a livestock burial paper 10 according to the prior art.

The livestock burial paper 10 according to the prior art thus formed has the following problems.

First, since the barrel 13 protrudes from the ground to a predetermined height, the land on which the livestock burial sheet 10 according to the prior art is formed can not be used for other purposes, there is a problem. This means that the number of livestock buried by foot-and-mouth disease in Korea is 150,000 and the number of pigs is 3.14 million. The number of livestock belonging to poultry such as chickens and ducks buried with avian flu is 5.45 million, (10) of 4,429 foot-and-mouth disease outbreaks and 203 bird flu outbreaks in total, resulting in serious problems.

Secondly, the livestock burial papers 10 according to the prior art have been clearly distinguished from the land buried with livestock due to the burrs 13 protruding from the ground to a predetermined height. Therefore, the livestock burial papers 10 according to the prior art have a problem of disgusting surrounding people, passersby, and the like and damaging the surrounding landscape.

Thirdly, according to the prior art livestock burial papers 10, the buried livestock is decomposed and leachate is generated. Since the rain, the snow, and the water flowing from the surroundings infiltrate into the space where the livestock is buried There is a problem of increasing the amount of leachate. Accordingly, there is a problem that the livestock burial papers 10 according to the prior art are liable to cause secondary contamination due to leachate.

The present invention has been made to solve the above-mentioned problems, and it is an object of the present invention to provide a livestock burial site and a method of constructing the livestock burial site, will be.

The present invention is to provide a livestock burial site and a construction method thereof that can reduce the disgust to be given to nearby people, passersby, and the like, and can prevent harm to surrounding scenery.

The present invention provides a livestock burial land and a method of constructing the same that can reduce the occurrence of secondary pollution due to leachate by preventing the amount of leachate from increasing due to rain, snow, and water flowing from the periphery.

In order to solve the above-described problems, the present invention can include the following configuration.

A livestock landing according to the present invention is a buried layer in which a livestock is buried, and an aeration layer formed on the buried layer to block penetration of water introduced from the outside; A water permeable layer formed on the aquifer for passing water from the outside; And a cover layer formed on the permeable layer at a height corresponding to the surrounding ground.

The method of constructing a livestock burial land according to the present invention comprises the steps of: removing burrs formed in buried piles and digging the livestock buried to a depth apart from buried layers; Forming an aeration layer on the buried layer to block penetration of water introduced from the outside into the buried layer; Forming a permeable layer on the aeration layer to allow water to flow from the outside; And forming a superficial layer on the water permeable layer by covering up to a height corresponding to the surrounding ground surface.

According to the present invention, the following effects can be achieved.

The present invention can be applied to a land made of a livestock burial land for other purposes, thereby solving the restriction on land use, thereby improving the land use efficiency.

The present invention can reduce the disgust that is given to the surrounding people, passersby, and the like, and can not only prevent the surrounding landscape from being deteriorated, but also obtain the effect of adding the beauty of the surrounding landscape.

The present invention can prevent inflow of rain, snow, and surrounding water into the buried livestock, thereby preventing the amount of leachate from increasing due to rain, snow, and water flowing from the periphery. It is possible to reduce the occurrence of secondary pollution due to leachate.

Figure 1 is a conceptual side cross-sectional view of a livestock burial according to the prior art
2 is a schematic side cross-sectional view for explaining a structure of a livestock burial ground according to the present invention
3 is a schematic side cross-sectional view for explaining a modified embodiment of an aeration layer and a permeable layer according to the present invention
4 is a schematic perspective view for explaining an aberration layer according to a modified embodiment of the present invention.
5 to 8 are schematic side cross-sectional views for explaining embodiments of cattle infestation according to the present invention
9 and 10 are schematic flowcharts of a method of constructing a livestock burial land according to the present invention
11 is a schematic side view for explaining an embodiment using the first reinforcement pipe and the second reinforcement pipe in the method of constructing a livestock burial land according to the present invention
12 and 13 are schematic side views for explaining an embodiment using the first protection member and the second protection member in the method of constructing a livestock burial land according to the present invention

Hereinafter, preferred embodiments of the invention will be described in detail with reference to the accompanying drawings. In describing an embodiment of the present invention, when it is stated that a structure is formed "on" or "under" another structure, such a substrate is not limited to the case where these structures are in contact with each other, It should be interpreted to include the case where the structure is interposed.

FIG. 2 is a schematic side cross-sectional view for explaining the structure of a livestock embedding paper according to the present invention, FIG. 3 is a schematic side cross-sectional view for explaining a modified embodiment of an aeration layer and a permeable layer according to the present invention, 5 to 8 are schematic side cross-sectional views for explaining embodiments of a livestock burial site according to the present invention, and Figs. 5 to 8 are schematic cross-sectional side views for explaining embodiments of the present invention. 2 to 7, the lower part of the ground located outside the livestock burial paper 1 according to the present invention is filled with constructions constituting an underground such as soil, but is shown as blank for convenience. In Figs. 2, 3, and 5 to 8, one bull, a pig, and a chicken are buried in the buried layer. However, this is an example, and other burials such as cattle, pigs, Or several livestock may be buried, or one livestock or several livestock may be buried.

Referring to FIG. 2, the livestock burial site 1 according to the present invention is for burrowing the livestock 100. The livestock 100 includes livestock killed or infected by infectious diseases such as foot-and-mouth disease, pig cholera, avian flu, etc., and livestock suspected of transmission. For example, the livestock 100 may be cattle, pigs, chickens, ducks, and the like.

The livestock burial paper (1) according to the present invention comprises a water receiving layer (2) for preventing water inflow from outside from penetrating into the buried layer (20) in which the livestock (100) is buried, And a cover layer (4) formed on the permeable layer (3).

The a-phase layer 2 is formed on the buried layer 20 between the buried layer 20 and the permeable layer 3. Accordingly, the rain, the snow, and the water flowing from the surroundings due to the weather change are prevented from penetrating into the buried layer 20 by the aqueduct layer 2 after flowing into the permeable layer 3. Therefore, the livestock burial ground 1 according to the present invention prevents the inflow of rain, snow, and water from the surroundings into the buried layer 20, It is possible to prevent the amount of leachate generated due to decomposition from increasing and to reduce the occurrence of secondary contamination due to leachate.

Further, in the livestock burial papers 1 according to the present invention, the cover layer 4 is formed to have a height corresponding to the peripheral ground surface 30. In other words, the livestock burial paper 1 according to the present invention does not have the feces 13 (shown in Fig. 1) as in the prior art. Accordingly, since the land corresponding to the cover layer 4 can be used for other purposes, the land use efficiency can be improved by eliminating the restriction on land use. For example, the livestock burial site 1 according to the present invention can improve the land use efficiency by creating a vegetation environment in which the vegetation layer 4 can be vegetated. In addition, unlike the prior art, the livestock buried paper 1 according to the present invention is formed to have a height corresponding to the periphery surface 30 of the ground layer 4, so that it is possible to reduce the disgust of the surrounding people, passersby, It is possible to prevent the landscape from being damaged.

Hereinafter, the aqueduct layer 2, the permeable layer 3 and the cover layer 4 will be described in detail with reference to the accompanying drawings.

Referring to FIG. 2, the a-phase layer 2 is formed on the buried layer 20. The aqueduct layer (2) is formed on the buried layer (20), thereby preventing water from entering from the outside into the buried layer (20). Therefore, the livestock burial paper 1 according to the present invention can prevent the increase of the amount of leachate due to rain, snow, and water flowing from the periphery, thereby reducing the occurrence of secondary pollution due to leachate.

The a-phase layer 2 may be formed to have water repellency. For example, the aquifer 2 may be formed of clay or bentonite, so that it has a high water-repellency. In this case, the a-phase layer 2 may be formed on the buried layer 20 by filling clay or bentonite in the side wall 110. The sidewall 110 provides a space for forming the buried layer 20, the aqueduct layer 2, the permeable layer 3, the cover layer 4, and the like. The sidewall 110 is formed by digging a land to form a livestock burial paper 1 according to the present invention to a predetermined depth and then placing a double vinyl or high density polyethylene (HDPE) on the side of the space formed by digging As shown in FIG. The double vinyl or high-density polyethylene may be provided on the bottom surface of the space formed by digging to form the bottom 120. The buried layer 20, the aqueduct layer 2, the permeable layer 3 and the cover layer 4 may be buried in the sidewall 110 to be supported on the bottom 120. The aqueduct layer 2 may be formed by installing high-density polyethylene or double vinyl. When double vinyl is used to form the water-phase layer 2, the double vinyl may have a thickness of 0.2 mm or more and 0.3 mm or less. Double vinyl having a thickness of less than 0.2 mm tends to be easily damaged or broken, and double vinyl having a thickness of more than 0.3 mm is disadvantageous in installation and manufacture.

Herein, the livestock infestation 1 according to the present invention comprises the sidewall 110, the bottom 120, the buried layer 20, and the sludge 13 (shown in Fig. 1) For example, a construction for removing the feces (13, shown in Fig. 1), etc., in the land for infestation of livestock. In this case, the livestock burial paper 1 according to the present invention is obtained by removing the burrs 13 (shown in FIG. 1) from the existing buried paper and digging the buried layer 20 to a predetermined distance from the buried layer 20 And then forming the aquifer layer 2, the water permeable layer 3, and the cover layer 4 in turn in a space formed by excavation. In this case, excavation may be performed at a depth at which the first sterilizing layer 40 formed on the buried layer 20 is exposed or a predetermined distance upward from the first sterilizing layer 40 so that the first sterilizing layer 40 is not exposed To the depth of the surface. The first sterilizing layer 40 may be formed of quicklime. That is, the livestock burial paper 1 according to the present invention can be formed through the construction of changing the structure of the buried paper already formed. Therefore, the land burial land 1 according to the present invention can reduce the restriction on the land use and prevent the deterioration of the aversion to the surrounding people, passersby, and the surrounding landscape, And the landfill that can prevent the amount of leachate from being generated due to snow and water flowing from the periphery. In this case, the structure existing between the buried layer 20 and the bottom 120 can be maintained.

2, the water-permeable layer 3 is formed on the aquedient layer 2. As shown in Fig. The permeable layer 3 may be formed to have permeability to allow water to flow from the outside. For example, the permeable layer 3 may be formed of sandy soil or gravel to have high water permeability. In this case, the water permeable layer 3 may be formed on the aqueduct layer 2 by embedding sand or gravel in the side wall 110. The water introduced into the permeable layer 3 is prevented from penetrating into the buried layer 20 by the aqueduct layer 3.

Referring to FIG. 2, the cover layer 4 is formed on the permeable layer 3. The cover layer 4 is formed to have a height corresponding to the peripheral ground surface 30. The cover layer 4 may be formed to have the same height as the peripheral ground surface 30 without protruding upward compared to the surrounding ground surface 30. [ Accordingly, since the land corresponding to the cover layer 4 can be used for other purposes, the land use efficiency can be improved by eliminating the restriction on land use. In addition, unlike the prior art, the livestock burial sheet 1 according to the present invention is formed to have a height corresponding to the peripheral ground 30, so that it is possible to reduce the disgust of the surrounding people, passersby, It is possible to prevent the landscape from being damaged.

The cover layer 4 may be formed on the permeable layer 3 by filling the inside of the side wall 110 with soil. The cover layer 4 is formed using soil generated in the process of removing the filler 13 (shown in FIG. 1) and soil generated in the process of digging the buried layer 20 to a predetermined distance from the buried layer 20 . The cover layer 4 may be formed using soil existing in the surrounding area. The cover layer 4 may be formed using a mixture of 15% bentonite and 85% granulated weathered clay.

The cover layer 4 may be formed to have a vegetation environment including a vegetation-based agent. Accordingly, the livestock burial papers 1 according to the present invention can be cultivated by planting plants such as flowers on the cover layer 4, thereby enhancing the beauty of landscapes, Can contribute to creation. An edible plant may be planted in the cover layer 4.

3 and 4, the livestock burial paper 1 according to the present invention may further include a discharge hole 5 for discharging water flowing into the permeable layer 3. [

The discharge hole 5 is formed through a portion of the side wall 110 where the permeable layer 3 is formed. Accordingly, the water flowing into the water permeable layer 3 can be discharged to the outside through the side wall 110 through the discharge hole 5. Accordingly, the livestock burial paper 1 according to the present invention is configured such that the water introduced from the outside flows out to the outside through the discharge hole 5 formed in the permeable layer 3 after being blocked by the aquifer 2, It is possible to prevent accumulation of the infiltration water such as water flowing from the outside.

Here, the water permeable layer 3 may be formed to be inclined so that the height decreases toward the discharge hole 5. The upper layer 21 facing the water permeable layer 3 may be inclined in the same direction as the direction in which the water permeable layer 3 is formed obliquely. The upper surface 21 of the water permeable layer 3 and the aqueduct layer 2 is formed so that water flowing into the water permeable layer 3 passes through the water permeable layer 3 by gravity and moves toward the discharge hole 5 . Therefore, the livestock burial paper 1 according to the present invention can discharge water, which flows into the permeable layer 3, to the outside through the discharge hole 5 without a separate power source, It is possible to prevent the amount of leachate from increasing. The upper surface 21 of the water-permeable layer 3 and the water-receiving layer 2 may be formed to have a slope (slope) of about 2%.

The upper surface 21 may be inclined by embedding clay or bentonite on the buried layer 20 so that the thickness of the a-phase layer 2 becomes thinner toward the discharge hole 5. The upper surface 21 may be formed to be inclined so that the thickness of the clay or bentonite layer is reduced toward the discharge hole 5 during the excavation process. The permeable layer 3 may be formed to be inclined in the same direction and at the same angle as the upper surface 21 of the aqueduct layer 2 by embedding sand or gravel on the aqueduct layer 2 whose top surface 21 is inclined at a predetermined angle have.

When the aqueduct layer 2 is formed in a polygonal three-dimensional shape, the discharge hole 5 may be formed at an edge of one of the heightwise edges of the aqueduct layer 2. For example, when the aquedient layer 2 is formed in a rectangular solid shape, the discharge hole 5 is formed to be positioned above the first edge 2a (shown in FIG. 4) of the aqueduct layer 2 . The first edge 2a is a height direction edge having the shortest length in the height direction as the top surface 21 of the aqueduct layer 2 is formed obliquely. In this case, the a-layer 2 is formed such that the second edge 2b facing the first edge 2a has the longest length in the height direction. The third edge 2c and the fourth edge 2d between the first edge 2a and the second edge 2b have a length longer than the first edge 2a in the height direction And has a shorter length than the second edge 2b. Accordingly, the livestock burial paper 1 according to the present invention guides the water flowing into the water permeable layer 3 to be concentrated toward the first edge 2a as indicated by the arrow in FIG. 4, So that water can be easily discharged through the discharge hole 5.

Referring to FIG. 5, the upper layer 21 may be inclined in the same direction as the bottom 120. When the bottom 120 is inclined in the first inclination direction to collect and collect the leachate generated in the buried layer 20 at a certain point, the aqueduct layer 2 has the upper surface 21, As shown in Fig. Accordingly, the permeable layer 3 is formed to be inclined in the first inclined direction so as to correspond to the upper surface 21 of the aquedient layer 2. Accordingly, the direction in which water is discharged from the permeable layer 3 and the direction in which the leachate generated in the buried layer 20 is collected are directed in the same direction.

In this case, if the bottom 120 or the side wall 110 is damaged or broken at the point where the leachate is collected, the water discharged from the permeable layer 3 is discharged to the bottom 120 or It is possible to increase the amount of leached leachate by mixing with leachate leaking from the side wall 110. This increases the risk of secondary contamination due to leachate.

In order to prevent this, when the upper surface 21, the water permeable layer 3, and the bottom 120 of the aqueduct layer 2 are formed so as to be inclined in the same direction, And a discharge pipe (6) installed to be connected to the discharge pipe (3).

The discharge pipe (6) is connected to the permeable layer (3) through the side wall (110). The discharge pipe 6 has one end connected to the water permeable layer 3 and the other end passing through the side wall 110 and spaced apart from the side wall 110 by a predetermined distance. 3), the water discharged from the water permeable layer 3 is moved to a greater distance from the side wall 110 than the discharge pipe 6 (only the discharge hole 5 is formed as shown in FIG. 3) Can be discharged. Therefore, even if the direction of the discharge of the water from the permeable layer 3 and the direction of collecting the leachate from the buried layer 20 are directed to the same direction, The water discharged from the water permeable layer 3 can be prevented from being mixed with the leaking leaking water and increasing the amount of leaking leaking water. Thus, even if the upper surface 21, the water permeable layer 3, and the bottom 120 of the aqueduct layer 2 are formed so as to be inclined in the same direction, The risk of contamination can be reduced. The discharge pipe 6 may be formed in a hollow cylindrical shape but is not limited thereto and may be formed in a different shape such as a hollow rectangular shape in the form of providing a flow path through which the water discharged from the permeable layer 3 can move. . The discharge pipe 6 may be installed to be connected to the permeable layer 3 by inserting one end into the discharge hole 5 (shown in FIG. 3).

Referring to FIG. 5, the livestock burial paper 1 according to the present invention may include a bottom layer 500 formed between the buried layer 20 and the bottom 120.

The bottom layer 500 is formed on the bottom 120 to be supported on the bottom 120. The bottom layer 500 may support the buried layer 20. The bottom layer 500 may include a first support layer 501 formed on the bottom 120 and an accumulation layer 502 formed on the first support layer 501.

The first support layer (501) is formed on the bottom (120) to support the water storage layer (502). The first support layer 501 may be formed on the bottom 120 by filling the inside of the side wall 110 with soil. The first support layer 501 may be formed by embedding a mixture of 15% of bentonite and 85% of granular weathered soil. A second sterilizing layer 503 may be formed in the first support layer 501. The second sterilizing layer 503 may be formed of quicklime.

The water-collecting layer 502 is for collecting leachate generated from the buried layer 20. The water-retaining layer 502 is formed on the first support layer 501. In addition to the function of collecting the leachate generated from the buried layer 20, the water retaining layer 502 can support the buried layer 20, thereby supporting the buried layer 100 buried in the buried layer 20, Can be implemented. The water-retaining layer 502 may be formed to have permeability to allow leachate generated from the buried layer 20 to pass therethrough. For example, the water collecting layer 502 may be formed of gravel to have high water permeability. In this case, the water storage layer 502 may be formed on the first support layer 501 by filling gravel in the sidewall 110.

The water accumulation layer 502 may be inclined in the first inclination direction so that the leachate generated in the buried layer 20 can move to the leachate storage tank 200. The first inclined direction means a direction in which the height of the water collecting layer 502 decreases toward the leachate storage tank 200. The bottom layer 120 and the first support layer 501 may be inclined in the first oblique direction by being inclined in the first oblique direction. Accordingly, in the livestock landfill 1 according to the present invention, the leachate generated in the buried layer 20 is moved to the leachate storage tank 200 along the first inclined direction by gravity to collect the leachate, The ease of processing can be improved. Although not shown in the drawings, the runout infiltrator 1 according to the present invention may further include a pore pipe installed between the first support layer 501 and the water storage layer 502. The pore pipe may be connected to the leachate storage tank 200 to provide a flow path for moving the leachate passing through the reservoir layer 502 to the leachate storage tank 200. The pipe tube may be inclined in the first inclination direction.

The livestock burial site 1 according to the present invention may include a leachate discharge pipe 300 connected to the leachate storage tank 200. The leachate discharge pipe 300 may have one end connected to the leachate storage tank 200 and the other end protruding above the ground. The leachate discharge pipe 300 may be connected to the leachate storage tank 200 through the cover layer 4, the permeable layer 3, the aeration tank 2, and the buried layer 20. The leachate discharge pipe 300 can discharge the leachate collected in the leachate storage tank 200 by using a suction force provided by a pump (not shown) or the like.

As described above, when the livestock burial paper 1 according to the present invention is formed through an alteration of the structure of burnt paper already formed, the bottom layer 500 and the buried layer 20 remain unchanged . In this case, the bottom layer 500 may have a different structure and a different structure from those described above depending on the buried land already formed. The livestock burial papers 1 according to the present invention may be newly constructed to burrow the newly developed livestock 100. [ In this case, the livestock burial papers 1 according to the present invention are constructed such that the bottom 120 and the side walls 110 are installed after the ground is excavated to a predetermined depth, and the bottoms 500, And then forming the buried layer 20, the first sterilizing layer 40, the aqueduct layer 2, the permeable layer 3, and the cover layer 4 in order.

The livestock burial paper 1 according to the present invention may further include a second support layer 50 formed on the first sterilizing layer 40. [ The second support layer 50 is formed on the first sterilizing layer 40 to support the aquarium layer 2. The second support layer 50 may be formed on the first sterilizing layer 40 by filling the inside of the side wall 110 with soil. The second support layer 50 may be formed on the buried layer 20 in the absence of the first sacrificial layer 40. The aeration layer 2 may be formed on the second support layer 50. The second support layer 50 may be formed by embedding a mixture of 15% of bentonite and 85% of granular weathered soil.

Referring to FIGS. 4 and 6, the upper layer 21 may be formed to be inclined in a direction different from the bottom 120. When the bottom 120 is inclined in the first inclined direction, the upper surface 21 of the aquedient layer 2 may be inclined in a second inclined direction different from the first inclined direction. Accordingly, the permeable layer 3 is formed to be inclined in the second oblique direction so as to correspond to the upper surface 21 of the aquedient layer 2. Therefore, the direction in which the water is discharged from the permeable layer 3 and the direction in which the leached water generated in the buried layer 20 is collected are directed to different directions. Accordingly, the livestock burial paper 1 according to the present invention can mix the leachate leached with water discharged from the permeable layer 3 without the discharge pipe 6 (shown in Fig. 5) Can be prevented. Therefore, compared with the embodiment in which the upper surface 21, the water permeable layer 3 and the bottom 120 of the aqueduct layer 2 are inclined in the same direction, By omitting 6), the risk of secondary contamination due to leachate at a lower cost can be reduced. In this case, the livestock burial paper 1 according to the present invention is shorter than the embodiment in which the upper surface 21, the permeable layer 3 and the bottom 120 of the aqueduct layer 2 are inclined in the same direction, A discharge pipe 6 having a length may be used.

The upper surface 21 may be formed to be inclined such that the aqueduct layer 2 is located in a direction opposite to a point where the first edge 2a (shown in Fig. 4) is collected. That is, the upper surface 21 of the aquedient layer 2 and the permeable layer 3 may be inclined in a direction opposite to the bottom 120. The upper layer 21 may be formed to be inclined such that the first layer 2 a is located at an angle of more than 0 ° and less than 180 ° from the point at which the leachate is collected.

7 and 8, the livestock burial sheet 1 according to the present invention may further include a reinforcing layer 7 formed on the aqueduct layer 2. [

The reinforcing layer 7 is formed on the aquedient layer 2 so as to be positioned between the aquedient layer 2 and the permeable layer 3. The reinforcing layer 7 may be formed to have a greater strength than the a-phase layer 2. For example, the reinforcing layer 7 may be formed by placing high-density polyethylene or double vinyl on the aqueduct layer 2. Accordingly, the reinforcing layer 7 can strengthen the supporting force for supporting the permeable layer 3 and the cover layer 4. [ Therefore, even if settlement occurs due to the decomposition of the livestock 100 buried in the buried layer 20, the livestock burial paper 1 according to the present invention can prevent the livestock buried in the buried layer 20 due to the supporting force reinforced by the reinforcing layer 7 It is possible to prevent the permeable layer 3 and the cover layer 4 from sinking. The reinforcing layer 7 may extend from the upper side of the aeration layer 2 to the side wall 110 as shown in FIG. Accordingly, the livestock burial paper 1 according to the present invention can further enhance the supporting force for preventing the permeable layer 3 and the cover layer 4 from sinking. Although not shown, the reinforcing layer 7 may be formed to extend to the peripheral ground surface 30 and be fixed to the peripheral ground surface 30. The double vinyl for forming the reinforcing layer 7 may have a thickness of 0.2 mm or more and 0.3 mm or less. If the double vinyl for forming the reinforcing layer 7 has a thickness of less than 0.2 mm, there is a great risk of damage or breakage such as tearing easily, and the double vinyl for forming the reinforcing layer 7 has a thickness of more than 0.3 mm There is a disadvantage in that installation and manufacturing are difficult. The livestock burial paper 1 according to the present invention can prevent the double vinyl from easily being damaged or broken by forming the reinforcing layer 7 using double vinyl having a thickness of 0.2 mm or more and 0.3 mm or less, And the ease of manufacture can be improved.

The reinforcing layer 7 may be formed to have greater water repellency than the permeable layer 3. For example, the reinforcing layer 7 is formed to have a greater strength than the aquedient layer 2 and to have greater water repellency than the permeable layer 3 by providing high density polyethylene or double vinyl on the aquedient layer 2 . Accordingly, the livestock burial paper 1 according to the present invention can prevent the inflow of water from the outside into the buried layer 20 by using the reinforcing layer 7 and the aqueduct layer 2, It is possible to prevent the amount of leachate generated due to decomposition of the buried livestock 100 in the buried layer 20 from increasing and to further reduce the occurrence of secondary contamination due to leachate.

8, the livestock burial paper 1 according to the present invention comprises an exhaust layer 8 formed on the buried layer 20, and a gas discharge pipe 8 for discharging the gas generated in the buried layer 20, (400).

The exhaust layer 8 is formed on the buried layer 20 so as to be positioned between the buried layer 20 and the aqueduct layer 2. The exhaust layer 8 may be formed to have gas permeability so as to allow the gas generated from the buried layer 20 to pass therethrough. For example, the exhaust layer 8 may be formed of gravel to have high gas permeability. In this case, the exhaust layer 8 may be formed on the buried layer 20 by filling the inside of the side wall 110 with gravel. The exhaust layer 8 may be formed so as to be thinner toward the exhaust hole 5. Accordingly, the top surface of the exhaust layer 8 may be inclined so that the height thereof decreases toward the exhaust hole 5. Therefore, the water layer (2) and the water permeable layer (3) can be inclined so that the height decreases toward the discharge hole (5). In this case, the a-phase layer 2 may be formed to have a uniform thickness as a whole.

The gas discharge pipe 400 has one end located inside the buried layer 20 and the other end protruding above the ground. The gas discharge pipe 400 may be positioned inside the buried layer 20 through the cover layer 4, the permeable layer 3, the aeration layer 2, and the exhaust layer 8, . Accordingly, the gas generated as the livestock 100 buried in the buried layer 20 is decomposed is supplied into the gas discharge pipe 400 through one end of the gas discharge pipe 400, (400) and can be discharged to the outside.

The gas discharge pipe 400 may further include an inflow hole 410 through which the gas generated from the buried layer 20 flows. The inflow hole 410 is formed through the side surface of the gas discharge pipe 400. The gas exhaust pipe 400 may be installed such that the inflow hole 410 is positioned inside the exhaust layer 8. [ Accordingly, the gas introduced into the exhaust layer 8 passes through the exhaust layer 8, is supplied to the gas exhaust pipe 400 through the inlet hole 410, and is then discharged to the outside. Therefore, when the one end of the gas discharge pipe 400 is damaged or broken or is clogged with soil or the like, the gas generated from the buried layer 20 is discharged to the exhaust layer 8 and / And can be stably discharged through the inflow hole (410). The gas discharge pipe 400 may include a plurality of the inflow holes 410. In this case, the inflow holes 410 may be formed at positions spaced apart from each other by a predetermined distance.

Although not shown, any one of the first sterilizing layer 40, the second supporting layer 50, and the aeration layer 2 may be formed on the exhaust layer 8. When the first sterilizing layer 40 is formed on the exhaust layer 8, the buried layer 20 may be formed under the exhaust layer 8. When the second support layer 50 is formed on the exhaust layer 8, the first sterilizing layer 40 may be formed under the exhaust layer 8. When the aeration layer 2 is formed on the exhaust layer 8, the second support layer 50 may be formed under the exhaust layer 8.

DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Hereinafter, preferred embodiments of a method of constructing a livestock burial land according to the present invention will be described in detail with reference to the accompanying drawings.

FIGS. 9 and 10 are schematic flowcharts of a method of constructing a livestock burial land according to the present invention. FIG. 11 illustrates an embodiment using a first reinforcing pipe and a second reinforcing pipe in a method of constructing a livestock burial land according to the present invention. And FIGS. 12 and 13 are schematic side views for explaining an embodiment in which a first protection member and a second protection member are used in a method of constructing a livestock burial land according to the present invention.

2, 9, and 11, a method for constructing a livestock burial land according to the present invention is for constructing the livestock burial land 1 according to the present invention described above. The method of constructing a livestock burial land according to the present invention can create the above-described livestock burial land 1 according to the present invention by changing the structure of the burial land having the buried fragments 13 (shown in Fig. 1) . To this end, the method of constructing a livestock burial land according to the present invention may include the following configuration.

First, the filler 13 (shown in FIG. 11) is removed and machined to a depth apart from the buried layer 20 (S10). This step S10 may be performed by removing the stick 13 from the existing buried paper and then digging the buried layer 20 to a depth spaced upward by a predetermined distance. The digging operation S10 may be performed using a construction machine. The excavating step S10 may be performed after the removal of the cap 13 so that the depth of the first sterilizing layer 40 formed on the buried layer 20 or the depth of the first sterilizing layer 40 exposed to the first sterilizing layer 40 Or by digging to a depth spaced a predetermined distance upward from the sterilizing layer 40. Therefore, the method of constructing the livestock burial land according to the present invention can reduce the restriction of the use of the land, and can reduce the disgust of the surrounding people, passersby and the like and prevent the degradation of the surrounding landscape .

Next, the a-layer 2 is formed (S20). This step (S20) may be performed by forming the aqueduct layer (2) on the buried layer (20). The step S20 of forming the aquifer may be performed by embedding clay or bentonite in the side wall 110 to form a water-containing layer 2 having water repellency. Thus, an a-phase layer 2 is formed on the buried layer 20 to prevent the inflow of water from the outside into the buried layer 20. Therefore, the method of constructing the landfill according to the present invention can prevent the increase of the amount of leachate due to the rain, the snow, and the water introduced from the surroundings, and can reduce the occurrence of secondary pollution due to leachate 1). The step S20 of forming the a-layer may be performed using a construction machine.

Next, the water permeable layer 3 is formed (S30). This step (S30) may be performed by forming the water permeable layer (3) on the water-containing layer (2). The step of forming the permeable layer (S30) may be performed by embedding sand or gravel in the side wall 110 to form a permeable layer 3 having permeability. The step of forming the permeable layer (S30) may be performed using a construction machine.

Next, the cover layer 4 is formed (S40). This step (S40) may be performed by covering the permeable layer (3) to a height corresponding to the peripheral ground surface (30) to form the cover layer (4). Accordingly, the cover layer 4 may be formed to have the same height as the peripheral paper surface 30 without protruding upward compared to the peripheral paper surface 30. Therefore, the method of constructing landfill land according to the present invention can form the landfill 1 in which the land corresponding to the cover layer 4 can be used for other purposes, The efficiency can be improved. In addition, according to the method of constructing a livestock burial land according to the present invention, the cover layer 4 is formed at a height corresponding to the peripheral ground surface 30, unlike the prior art, thereby reducing the disgust of the surrounding people, passersby, The livestock buried paper 1 can be prevented from being damaged.

The step of forming the ground layer S40 may be performed by filling the soil generated in the step of performing the excavation step S10 inside the side wall 110 to form the ground layer 4. [ The step S40 of forming the cover layer may include forming the cover layer 4 by filling a mixture of 15% bentonite and 85% granular weathered clay into the side wall 110. [ The step (S40) of forming the ground layer may be performed using a construction machine.

The method of constructing a livestock burial land according to the present invention may further include a step (S50) of planting the plant on the cover layer (4) after forming the cover layer (4).

The step S50 of planting the plant on the ground layer may be performed by planting a plant such as a flower or the like on the ground layer 4 so that a plant such as a flower can be grown using the ground layer 4. Accordingly, the method of constructing the livestock burial land according to the present invention can provide a liveliness with the plants such as flowers planted in the cover layer 4, can do. The step S50 of planting the plant on the ground layer may be performed by cultivating an edible plant on the ground layer 4. [ The step (S50) of planting the plant on the ground layer may be performed by planting seeds, seeds, and the like of a plant such as flower, edible plant, etc. on the ground layer (4).

In the case where the method of constructing the landfill layer according to the present invention includes a step (S50) of planting the plant on the ground layer, the step (S40) of forming the ground layer may include a step And filling the mixed soil to form the ground layer 4. Accordingly, the method of constructing a livestock burial land according to the present invention can form a livestock burial land 1 having a vegetation environment in which plants can be cultivated.

3, 4, and 10, the step of forming the permeable layer (S30) may include a step of forming the discharge hole and a step of forming the permeable layer to be connected to the discharge hole .

The step of forming the discharge hole may be performed by forming a discharge hole 5 through the portion of the side wall 110 where the water permeable layer 3 is formed. Accordingly, the water flowing into the permeable layer 3 can be discharged to the outside through the side wall 110 through the discharge hole 5. Therefore, in the method of constructing a livestock burial land according to the present invention, the water introduced from outside flows out to the outside through the discharge hole 5 formed in the permeable layer 3 after being blocked by the aquifer 2, It is possible to provide a livestock infestation material 1 which can prevent accumulation of infiltration water such as inflow water.

The step of forming the permeable layer so as to be connected to the discharge hole may include forming the permeable layer 3 by embedding sand or gravel in the side wall 110 so that the sand or gravel covers the discharge hole 5 have. The step of forming the permeable layer to be connected to the discharge hole may be performed by forming the permeable layer 3 to be inclined so that the height of the permeable layer 3 becomes lower toward the discharge hole 5. Accordingly, the water permeable layer 3 can induce water flowing from the outside to move toward the discharge hole 5 by gravity. Therefore, the method of constructing a livestock burial land according to the present invention can form a livestock burial land (1) capable of discharging water flowing into the permeable layer (3) to the outside through the discharge hole (5) without a separate power source have. Accordingly, the method of constructing a livestock burial land according to the present invention can provide a livestock burial land 1 which can prevent the amount of leachate from being increased due to water flowing from the outside at low cost. The step of forming the permeable layer to be connected to the discharge hole may be performed by forming the permeable layer 3 to have a slope of about 2% with respect to the horizontal direction.

3, 4, and 10, the step S20 of forming the aquedient layer may include a step of forming the top surface of the aquedient layer at an angle. This step may be carried out by embedding clay or bentonite on the buried layer 2 so that the thickness of the aeration layer 2 can be directed toward the discharge hole 5. Accordingly, the water layer 2 may be formed such that the height of the upper layer 21 toward the water permeable layer 3 decreases toward the discharge hole 5. Therefore, the water layer 2 can prevent the inflow of water from the outside into the buried layer 20, and also prevents the water flowing into the water permeable layer 3 from flowing toward the discharge hole 5 by gravity Can be induced to move. Accordingly, in the method of constructing a livestock burial land according to the present invention, it is possible to create a livestock burial land 1 capable of discharging water, which flows into the permeable layer 3, to the outside through the discharge hole 5 without a separate power source It is possible to provide a livestock burial paper 1 which can reduce the occurrence of secondary pollution due to leachate at a low cost. The step of forming the upper surface of the aeration layer at an angle may be performed by forming the upper surface 21 of the aeration layer 2 to have a slope of about 2% with respect to the horizontal direction. The step S20 of forming the a-phase layer is performed by performing the excavation so that the layer made of clay or bentonite is thinner toward the discharge hole 5 during the excavation step S10, It is also possible to form the water-containing layer 2 which is inclined.

The step of forming the permeable layer may include the step of embedding sand or gravel on the aqueduct layer 2 formed by sloping the top surface 21 at a predetermined angle to form the aqueduct layer 2, By forming the water permeable layer 3 formed so as to be inclined in the same direction and at the same angle as the upper surface 21.

The step of forming the upper surface of the aeration layer at an angle may be performed by forming the aeration layer 2 into a polygonal three-dimensional shape. For example, when the a-phase aberration layer 2 is formed into a rectangular solid shape, the step of forming the upper surface of the aberration layer obliquely has the shortest length of the first edge 2a (shown in Fig. 4) , And the second edge 2b (shown in Fig. 4) facing the first edge 2a has the longest length. 4) and the fourth edge 2d (shown in Fig. 4) in the height direction are formed in the first corner 2a (see Fig. 4) and the second corner 2a , And has a shorter length than the second edge (2b).

In this case, the process of forming the discharge hole may be such that the discharge hole 5 is positioned above the first edge 2a. Accordingly, the livestock burial paper 1 according to the present invention guides the water flowing into the water permeable layer 3 to be concentrated toward the first edge 2a as indicated by the arrow in FIG. 4, So that water can be easily discharged through the discharge hole 5.

5 and 10, the step S20 of forming the aquedient layer may include a step of forming an upper surface of the aquedient layer so as to be inclined in the first oblique direction. The first oblique direction is the same direction as the bottom 120 is formed obliquely. Accordingly, the direction in which the water is discharged from the permeable layer 3 and the direction in which the leachate generated in the buried layer 20 is collected are directed in the same direction.

When the upper surface of the aeration layer is inclined in the first oblique direction, the step (S30) of forming the permeable layer may include a step of providing the discharge pipe. In this process, one end of the discharge pipe 6 is connected to the water permeable layer 3, and the other end of the discharge pipe 6 passes through the side wall 110 and is positioned at a predetermined distance from the side wall 110. As shown in Fig. Accordingly, compared with the case where only the exhaust hole 5 (shown in Fig. 3) is formed, the method of constructing the livestock burial land according to the present invention can prevent the water discharged from the permeable layer 3 The livestock buried paper 1 can be formed which can be moved to a further distance from the side wall 110 to be discharged. Therefore, even if the direction in which the water is discharged from the permeable layer 3 and the direction in which the leached water generated in the buried layer 20 are directed in the same direction, the method of constructing the permeable layer 3 according to the present invention, (1) which can reduce the risk of secondary pollution due to leachate by preventing the water discharged from the leachate from mixing with the leached leachate to increase the amount of leached leachate.

6 and 10, the step (S20) of forming the aeration layer may include a step of forming an upper surface of the aeration layer so as to be inclined in the second oblique direction. The second inclination direction is a direction different from the first inclination direction in which the bottom 120 is inclined. Accordingly, the direction in which water is discharged from the permeable layer 3 and the direction in which the leached water generated in the buried layer 20 is collected are directed in different directions. In this case, in the step of forming the permeable layer (S30), the step of forming the discharge hole may be performed by forming the discharge hole (5) on one side facing the second oblique direction.

Accordingly, the method of constructing the buried livestock according to the present invention can increase the amount of leached leachate by mixing water leaking from the permeable layer 3 with leached leachate without using the discharge pipe 6 (shown in Fig. 5) It is possible to provide a livestock buried paper 1 that can prevent the livestock burial paper 1 from being damaged. Therefore, the method of constructing the livestock burial land according to the present invention is characterized in that the upper surface 21 of the aqueduct layer 2, the permeable layer 3, and the bottom 120 are inclined in the same direction, 6), it is possible to create a livestock burial ground 1 which can reduce the risk of secondary pollution due to leachate at a lower cost. In this case, in the method of constructing landfill landfill according to the present invention, a step of omitting the step of installing the discharge pipe or a step of installing the discharge pipe is performed on the upper surface 21 of the aqueduct layer 2, the permeable layer 3, By providing a discharge tube 6 having a shorter length as compared with the embodiment in which the discharge tube 120 is inclined in the same direction.

The step of forming the upper surface of the aquedient layer in an inclined manner in the second oblique direction may be performed by forming the aquifer (2) so that the first edge (2a, shown in Fig. 4) is located in the opposite direction to the point where the leachate is collected, The upper surface 21 may be formed to be inclined. That is, the upper surface 21 of the aquedient layer 2 and the permeable layer 3 may be inclined in a direction opposite to the bottom 120. The step of forming the upper surface of the aquedient layer in an inclined manner in the second oblique direction may be performed such that the first edge (2a, shown in Fig. 4) is inclined at an angle of more than 0 DEG and less than 180 DEG from the point where the leachate is collected The upper surface 21 of the a-layer 2 may be inclined.

Referring to FIGS. 7, 8 and 10, the method of constructing a livestock burial land according to the present invention may further include a step (S60) of forming the reinforcing layer.

The step (S60) of forming the reinforcing layer may be performed by forming the reinforcing layer (7) on the water-phase layer (2). The step of forming the reinforcing layer (S60) may be performed after the step (S20) of forming the aquedient layer is performed. The step of forming the permeable layer (S30) may be performed after the step (S60) of forming the reinforcing layer is performed.

The step (S60) of forming the reinforcing layer may be performed by providing high-density polyethylene or double vinyl on the aquifer layer (2) to form a reinforcing layer (7) having a higher strength than the aquifer layer (2). Accordingly, the reinforcing layer 7 can strengthen the supporting force for supporting the permeable layer 3 and the cover layer 4. [ Therefore, even if settlement occurs due to disassembly of the livestock 100 buried in the buried layer 20, the method of constructing the buried burial layer according to the present invention is advantageous in that the permeability layer 3 ) And the land infusion (1) which can prevent the subsoil (4) from sinking.

According to the step of forming the reinforcing layer S60, the reinforcing layer 7 may be formed to extend from the upper side of the aquedient layer 2 to the side wall 110 as shown in Fig. Accordingly, the method of constructing a livestock burial land according to the present invention can form a livestock buried paper 1 having a stronger bearing capacity for preventing the permeable layer 3 and the cover layer 4 from sinking. Although not shown, the reinforcing layer 7 may be formed to extend to the peripheral ground surface 30 and be fixed to the peripheral ground surface 30 according to the step of forming the reinforcing layer S60.

The step (S60) of forming the reinforcing layer may be performed by providing high density polyethylene or double vinyl on the aquedient layer 2 so as to have greater strength than the aquedient layer 2 and to have a greater water repellency than the permeable layer 3 The reinforcing layer 7 may be formed. Accordingly, the method of constructing the buried land for livestock according to the present invention can prevent the inflow of water introduced from the outside into the buried layer 20 by using the reinforcing layer 7 and the aqueduct layer 2, It is possible to prevent an increase in the amount of leachate generated when the livestock 100 buried in the layer 20 is decomposed and to further reduce the occurrence of secondary pollution due to leachate, .

Referring to FIGS. 8 and 10, the method of constructing a livestock burial land according to the present invention may further include a step (S70) of forming the exhaust layer.

The step of forming the exhaust layer (S70) may be performed by forming the exhaust layer (8) on the buried layer (20). The step of forming the exhaust layer S70 may be performed after the excavation step S10 is performed. The step of forming the a-phase layer (S20) may be performed after the step (S70) of forming the exhaust layer is performed.

The step (S70) of forming the exhaust layer may include the step of forming the inflow hole in the gas discharge pipe, and the step of forming the exhaust layer so that the inflow hole is located inside the exhaust layer.

The step of forming the inflow hole in the gas discharge pipe may be performed by forming the inflow hole 410 in the gas discharge pipe 400 so that the inflow hole 410 passes through the side surface of the gas discharge pipe 400 . The step of forming the inflow hole in the gas discharge pipe may be performed by forming a plurality of inflow holes 410 in the gas discharge pipe 400.

The step of forming the exhaust layer so that the inflow hole is located inside the exhaust layer may be performed by filling the buried layer 20 with gravel to form an exhaust layer 8 having gas permeability. According to this process, the inflow hole 410 is located inside the exhaust layer 8. Therefore, in the method of constructing the landfill according to the present invention, when one end of the gas discharge pipe 400 is damaged or broken or is clogged with soil or the like, the gas generated in the buried layer 20 flows into the exhaust layer 8, The livestock buried paper 1 which can be stably discharged through the inflow hole 410 can be formed.

10 and 11, in the method of constructing a livestock burial land according to the present invention, the excavating step (S10) includes a step of inserting a first reinforcement pipe and a second reinforcement pipe into the gas discharge pipe and the leachate discharge pipe, respectively . ≪ / RTI >

The first reinforcing pipe and the second reinforcing pipe are inserted into the leachate discharge pipe 300 before the first reinforcing pipe 600 is inserted into the leachate discharge pipe 300, And inserting the second reinforcing pipe (700) into the discharge pipe (400).

The first reinforcement pipe 600 may be formed in a size and shape that can be inserted into the leachate discharge pipe 300. For example, the first reinforcing tube 600 may be formed as a hollow cylindrical shape as a whole. Accordingly, the first reinforcement pipe 600 can function as a passage for discharging leachate generated from the buried layer 20 while being inserted into the leachate discharge pipe 300. The first reinforcement pipe 600 may have a greater strength than the leachate discharge pipe 300. For example, the first reinforcing pipe 600 may be a hollow pipe made of a metal material.

The second reinforcement pipe 700 may be formed in a size and shape that can be inserted into the gas discharge pipe 400. For example, the second reinforcing tube 700 may be formed as a hollow cylindrical shape as a whole. Accordingly, the second reinforcing tube 700 can function as a passage for discharging the gas generated from the buried layer 20 while being inserted into the gas discharge pipe 400. The second reinforcing pipe 700 may have a greater strength than the gas discharge pipe 400. For example, the second reinforcing pipe 700 may be a hollow pipe made of a metal material.

Accordingly, the method of constructing a livestock burial land according to the present invention can improve the strength of the leachate discharge pipe 300 and the gas discharge pipe 400 using the first reinforcement pipe 600 and the second reinforcement pipe 700, So that the leachate discharge pipe 300 and the gas discharge pipe 400 are damaged or damaged by colliding with the construction machine in the process of removing the bar 13 and digging the buried layer 20 to a depth apart from the buried layer 20 Can be prevented.

The method of constructing a livestock burial land according to the present invention may further include a step of removing the first reinforcement pipe and the second reinforcement pipe. The process of removing the first reinforcing pipe and the second reinforcing pipe may include removing the first reinforcing pipe 600 and the second reinforcing pipe 700 from the leach water discharge pipe 300 and the gas discharge pipe 400 . The step of removing the first reinforcing pipe and the second reinforcing pipe may be performed after the step of forming the superficial layer (S40) is performed. Accordingly, in the process of forming the aquifer (2), the permeable layer (3), and the cover layer (4) from the digging step (S10), the leachate discharge pipe 300 and the gas exhaust pipe 400 can be prevented from being damaged or broken.

10, 12, and 13, in the method of constructing a livestock burial land according to the present invention, the excavating step (S10) includes the steps of providing a first protection member and a second protection member to the gas discharge pipe and the leachate discharge pipe, And a step of inserting.

The first protecting member and the second protecting member may be inserted into the outer surface of the leachate discharge pipe 300 before the sealing member 13 is removed, And inserting the second protection member 900 on the outer surface of the discharge pipe 400. [

The first protective member 800 may be formed in a size and shape that can be inserted into the outer surface of the leach water discharge pipe 300. For example, the first protection member 800 may be formed in a hollow cylindrical shape having a larger diameter than the outer surface of the leachate discharge pipe 300 as a whole. Accordingly, the leachate discharge pipe 300 may be located inside the first protection member 800. [ The first protection member 800 may be formed of a material having a predetermined elastic force so as to absorb an impact. For example, the first protection member 800 may be formed of rubber.

The second protection member 900 may be formed in a size and shape that can be inserted into the outer surface of the gas discharge pipe 400. For example, the second protection member 900 may be formed in a hollow cylindrical shape having a larger diameter than the outer surface of the gas discharge pipe 400 as a whole. Accordingly, the gas exhaust pipe 400 may be located inside the second protection member 900. The second protection member 900 may be formed of a material having a predetermined elastic force so as to absorb an impact. For example, the second protection member 900 may be formed of rubber.

Accordingly, the method of constructing a livestock burial land according to the present invention is characterized in that the leachate discharge pipe (300) and the gas discharge pipe (400) are separated from the impact by using the first protection member (800) Thereby preventing the leachate discharge pipe 300 and the gas discharge pipe 400 from being damaged or damaged by collision with the construction machine in the course of removing the bar 13 and digging the buried layer 20 to a depth apart from the buried layer 20 .

The first protection member 800 is inserted into the outer surface of the leach water discharge pipe 300 and is supported on the sealing member 13 by inserting the first protection member and the second protection member . The second protection member 900 may be supported by the sealing member 13 while being inserted into the outer surface of the gas discharge pipe 400. In this case, as the step of removing the sticks is performed in the excavating step (S10), the first protecting member 800 and the second protecting member 900 can be easily removed The position for protecting the leachate discharge pipe 300 and the gas discharge pipe 400 can be automatically changed by gravity. Therefore, in the method of constructing a livestock burial land according to the present invention, when the excavation position is changed while the barrel 13 is removed, the positions of the first protection member 800 and the second protection member 900 are automatically It is possible to improve the ease of the excavation step S10.

The method of constructing a livestock burial land according to the present invention may further include a step of removing the first protective member and the second protective member. The process of removing the first protection member and the second protection member may include removing the first protection member 800 and the second protection member 900 from the leachate discharge pipe 300 and the gas discharge pipe 400 . The step of removing the first protective member and the second protective member may be performed after the excavating step (S10) is performed.

The method of constructing a livestock burial land according to the present invention includes any one of a step of inserting the first reinforcing tube and the second reinforcing tube and a step of inserting the first protecting member and the second protecting member, A step of inserting the first reinforcing tube and the second reinforcing tube, and a step of inserting the first protecting member and the second protecting member.

It will be apparent to those skilled in the art that various modifications and variations can be made in the present invention without departing from the spirit or scope of the invention. It will be clear to those who have knowledge.

1: Livestock land 2: aquifer
3: permeable layer 4: superficial layer
5: Exhaust hole 6: Exhaust pipe
7: reinforced layer 8: exhaust layer
20: buried layer 30: surrounding ground
40: first sterilizing layer 50: second supporting layer
100: Livestock 110: Side wall
120: bottom 200: leachate storage tank
300: Leachate discharge pipe 400: Gas discharge pipe
500: bottom layer 600: first reinforcement pipe
700: second reinforcing tube 800: first protection member
900: second protecting member 13:

Claims (14)

Removing burrs formed in the burrows and digging the burrows to a depth apart from the buried buried layer;
Forming an aeration layer on the buried layer to block penetration of water introduced from the outside into the buried layer;
Forming a permeable layer on the aeration layer to allow water to flow from the outside;
Forming a reinforcing layer on the aquedient layer so as to be positioned between the aquedient layer and the permeable layer; And
And forming a cover layer on the permeable layer by covering the cover to a height corresponding to a surrounding ground surface. The method according to claim 1,
Wherein the step of forming the permeable layer includes the step of forming a discharge hole for discharging water introduced from the outside;
The step of forming the aquedient layer includes forming an upper surface of the aquedient layer at an angle so that the height of the upper surface of the aqueduct layer facing the permeable layer toward the discharge hole is lowered so as to move the water introduced into the permeable layer to the discharge hole Wherein the method comprises the steps of: The method according to claim 1,
The step of forming the aquedient layer includes forming an upper surface of the aquedient layer so as to be inclined such that the upper surface of the aqueduct layer facing the permeable layer is inclined in a second oblique direction different from a first oblique direction formed by the bottom of the buried paper;
Wherein the step of forming the permeable layer comprises the step of forming a discharge hole for discharging water on one side facing the second oblique direction. The method according to claim 1,
The step of forming the aquedient layer includes forming an upper surface of the aquedient layer so as to be inclined so that the upper surface of the aqueduct layer facing the permeable layer is inclined in a first oblique direction equal to a first oblique direction formed by the bottom of the embedding paper;
The step of forming the permeable layer includes the step of providing a discharge pipe for discharging water to one side facing the first oblique direction;
Wherein the step of installing the discharge pipe comprises installing the discharge pipe so that one end of the discharge pipe is connected to the permeable layer and the other end passes through a side wall of the buried paper to be located at a position spaced from the side wall of the buried paper. Construction method. The method according to claim 1,
Wherein the forming of the reinforcing layer comprises forming the reinforcing layer with high density polyethylene or double vinyl so that the reinforcing layer has a greater strength than the aeration layer and a greater water-repellency than the permeability layer. The method according to claim 1,
Forming an exhaust layer on the buried layer so as to be positioned between the buried layer and the a-phase layer;
Wherein the step of forming the exhaust layer comprises the steps of: forming an inflow hole at a portion corresponding to a portion between the buried layer and the aeration layer in a gas discharge pipe installed in the buried ground; And forming the exhaust layer so that the inflow hole is located inside the exhaust layer to discharge the exhaust air into the exhaust layer. The method according to claim 1,
Wherein the step of removing the burr formed in the buried pile and digging the buried buried layer to a depth apart from the buried layer,
Inserting a first reinforcement pipe into the leachate discharge pipe installed in the buried pavement and inserting a second reinforcement pipe into the gas discharge pipe installed in the buried pavement before removing the filler formed in the buried pavement Characterized in that the livestock landfill construction method. The method according to claim 1,
Wherein the step of removing the burr formed in the buried pile and digging the buried buried layer to a depth apart from the buried layer,
The first protective member is inserted into the outer surface of the leachate discharge pipe provided in the buried paper so that the first protective member is supported by the cap member before the cap member is removed from the buried paper, Inserting the second protection member into an outer surface of the gas discharge pipe installed in the buried ground; And
And removing the cap so that the first protection member and the second protection member are lowered by gravity. An aeration layer formed on the buried layer to block penetration of water introduced from the outside into the buried layer in which the livestock is buried;
A water permeable layer formed on the aquifer for passing water from the outside;
A reinforcing layer formed on the aquedient layer so as to be positioned between the aquedient layer and the permeable layer; And
And a cover layer formed on the permeable layer at a height corresponding to a peripheral ground surface. 10. The method of claim 9,
And an exhaust hole formed in a sidewall of the buried sheet for discharging water flowing into the permeable layer;
Wherein the water permeable layer is formed so as to be inclined so that its height decreases toward the discharge hole;
Wherein the upper layer facing the water permeable layer is formed to be inclined in the same direction as the direction in which the water permeable layer is formed obliquely. 10. The method of claim 9,
Wherein the aberration layer is formed to be inclined in a second oblique direction different from the first oblique direction formed by the bottom of the buried paper or in the first oblique direction, the upper surface facing the water permeable layer;
Wherein the permeable layer is formed to be inclined in the second oblique direction or the first oblique direction so as to correspond to the upper surface of the aquifer. 10. The method of claim 9,
And a discharge pipe connected to the permeable layer for discharging water flowing into the permeable layer;
Wherein the aberration layer is formed such that an upper surface thereof facing the permeable layer is inclined in a first oblique direction same as a first oblique direction formed by the bottom of the embedding paper;
Wherein the discharge pipe is installed so that one end thereof is connected to the water permeable layer and the other end passes through the sidewall of the embedding paper so as to be spaced from the side wall of the embedding paper. 10. The method of claim 9,
The aquifer is formed of clay or bentonite,
The permeable layer is formed of sand or gravel,
Wherein the reinforcing layer is formed of high-density polyethylene or double vinyl so as to have a greater strength than the aeration layer and a greater water-repellency than the permeability layer. 10. The method of claim 9,
An exhaust layer formed on the buried layer so as to be positioned between the buried layer and the aeration layer for discharging gas generated in the buried layer to the outside; And
And a gas discharge pipe including an inlet hole through which the gas generated in the buried layer flows, the inlet hole being installed inside the exhaust layer.

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