KR20170053050A

KR20170053050A - Structure for pig farm

Info

Publication number: KR20170053050A
Application number: KR1020150155323A
Authority: KR
Inventors: 노병언
Original assignee: 노병언
Priority date: 2015-11-05
Filing date: 2015-11-05
Publication date: 2017-05-15

Abstract

[0001] The present invention relates to a piggy bank structure, which comprises a plurality of pillars provided upright at a predetermined interval on the ground, a plurality of support beams fixed to upper ends of a plurality of pillars adjacent to each other at both ends, A plurality of contestant flooring members provided on the support beams and spaced apart from the ground by a predetermined distance and provided with a plurality of through-holes; a plurality of compartmentalized spaces provided on the conglomerate flooring member, The beam member is made of concrete and the support member is prevented from being corroded by toxic substances generated in the manure of livestock discharged downward through the through holes of the concrete slab bottom material. And a bottom cover formed to surround the lower and the side of the beam member.
Since the pig farm structure according to the present invention is provided with the protection means for protecting the konstrat flooring material and the supporting beam, it is possible to prevent corrosion of the konstrat flooring material and supporting member by the harmful substances such as methane gas and ammonia generated from the manure, Is increased.

Description

Structure of pig farm {

The present invention relates to a piggy bank structure, and more particularly, to a piggy bank structure that is simple in structure and simple in construction as well as remarkably improved in corrosion resistance and durability.

Conventional pig farms are provided with porous flooring at a predetermined distance from the bottom of the pig farm to provide space for pigs to be reared. In other words, piglet manure or foreign matter living in the slat is accumulated on the floor surface through the hole of the bottom material, and when the manure accumulates on the bottom surface by a certain amount, it is collected.

In the conventional pig farm structure, a concrete wall was laid on the bottom of a pig farm using a formwork, and then a porous flooring was disposed thereon. However, the conventional pig farm structure has a problem that it is difficult to construct the concrete wall by using the formwork, and the construction cost is also increased. Also, in the pig farm structure of the prior art, the iron beam is mainly used as a structure for supporting the bottom material, and the iron beam is corroded by the manure of the pig, and the durability is seriously deteriorated.

Korean Patent Registration No. 10-0388265: Ventilation System of YangDong

SUMMARY OF THE INVENTION It is an object of the present invention to provide a piggy bank structure provided with protection means for protecting a floor material and a support beam (base) from harmful substances generated from manure.

In order to accomplish the above object, the pig farm structure according to the present invention comprises a plurality of pillars provided upright at a predetermined interval on the ground, and a plurality of pillars provided at both ends adjacent to each other to form a lattice- A plurality of support bars, a plurality of concrete slat floors disposed on the support beams and spaced apart from the ground by a predetermined distance, and a plurality of through holes formed therein; A plurality of compartments for partitioning a plurality of breeding spaces, wherein the supporting member comprises a beam member made of concrete and a noxious substance generated in the manure of livestock discharged down through the through-hole of the konstrat flooring And a bottom cover configured to surround the lower and the side portions of the beam member to prevent the beam member from being corroded.

The bottom cover extends in the longitudinal direction and has an inner space with an open top, and the beam member is formed by placing concrete in the inner space into which a plurality of reinforcing bars arranged in a longitudinal direction are inserted.

The supporting member may further include a support portion formed inside the bottom cover for supporting the reinforcing bars introduced into the inner space upwardly from the bottom surface of the bottom cover.

Wherein the support portion protrudes upward with respect to the bottom surface of the bottom cover and extends in a direction intersecting with the longitudinal direction of the bottom cover, at least one lead-in groove is formed on the top surface to receive the reinforcing bars, And a plurality of support plates spaced apart from each other along the longitudinal direction of the cover.

The supporting portion may further include a plurality of extending projections extending from both ends of the support plates to extend upward along the side surface of the bottom cover so as to reinforce the side surface of the bottom cover.

The piggy bank structure according to the present invention further includes at least one reinforcing protrusion protruding upwardly from the bottom surface of the bottom cover so as to reinforce the bottom of the bottom cover and extending along the longitudinal direction of the bottom cover do.

The bottom cover is formed at one end portion of the bottom cover to be inserted into the bottom cover and protrudes in a direction away from the bottom cover so as to be inserted into the engagement hole of the adjacent bottom cover at the other end portion. As shown in Fig.

The supporting cover further includes an upper cover installed on the bottom cover so as to cover the upper portion of the inner space so as to prevent the manure discharged through the through-hole of the conglomerate flooring from flowing into the beam member .

The piggy bank structure according to the present invention further includes an upper reinforcement member extending along the upper edge of the bottom cover so as to reinforce the upper portion of the bottom cover and having an end curved downward.

In addition, the pig farm structure according to the present invention is characterized in that the lower part of the konstrat flooring material is provided so as to prevent the lower part of the konstrat flooring material from being corroded by harmful substances generated from the manure, And a protective member formed to enclose the protective film.

And a plurality of panel reinforcement members protruding downward with respect to a lower surface of the main panel and having a predetermined length and spaced apart from each other in a direction crossing the longitudinal direction, .

Since the pig farm structure according to the present invention is provided with the protection means for protecting the konstrat flooring material and the supporting beam, it is possible to prevent corrosion of the konstrat flooring material and supporting member by the harmful substances such as methane gas and ammonia generated from the manure, Is increased.

In addition, it is not necessary to carry out work such as installing a concrete formwork for forming a support wall in the construction of the pig farm structure of the present invention, so that the structure is simple and easy to construct and its structural strength is sufficient Can be secured.

1 is a view showing a state where a support beam is installed on a pillar installed on the bottom of a pig farm,
2 is a view showing a state in which a concrete slab bottom material is installed after a support beam is installed,
3 is a view showing a state in which a partition is installed on a konstruc floor material,
4 is a cross-sectional view of the pig farm construction,
FIG. 5 is a partially cutaway perspective view of a support beam of a piggyback structure according to the present invention,
Figure 6 is a cross-sectional view of the support beam of Figure 5,
Fig. 7 is a perspective view showing a state in which the support member of Fig. 5 is fixed on the support,
FIG. 8 is a partial cutaway perspective view of a poultry structure according to the present invention,
Figure 9 is a perspective view of a partition of a pig farm structure according to the present invention,
FIG. 10 is a partially cutaway perspective view of a conglatin flooring material of a pigtail structure according to the present invention,
11 is a perspective view showing a state in which a support member according to another embodiment of the present invention is fixed on a support,
12 is a partial cutaway perspective view of a support beam according to another embodiment of the present invention,
13 is a partially cutaway perspective view of a support beam according to another embodiment of the present invention,
Figure 14 is an exploded perspective view of a support beam according to another embodiment of the present invention,
15 is a partially cutaway perspective view of a concrete slab flooring according to another embodiment of the present invention,
16 is a partially cutaway perspective view of a conglomerate flooring and a protection member according to another embodiment of the present invention.

Hereinafter, the pig farm structure according to the present invention will be described in more detail with reference to the accompanying drawings.

1 to 10 show a piggy bank structure according to the present invention.

Referring to the drawings, the piggy bank structure includes a support beam 20 disposed at a top of a support 10 and a support 10, a conglast flooring 30 disposed at an upper portion of the support beam 30, And a partition 40 disposed on the top of the slat floor material 30. [

The pillars (10) are installed upright on the bottom surface (100) of the pig farm with a predetermined gap therebetween. The bottom surface 100 of the pig farm can be packed with concrete before the support 10 is installed. The number of the support posts 10 can be appropriately changed by the designer depending on the size of the pig farm and the load to be supported by the pig farm structure. The spacing L1, L2 between the column 10 and the column 10 is determined in consideration of the structural strength of the column 20.

As shown in FIG. 8, the column 10 is formed by placing a concrete material 12 in a hollow tube 11. In order to further improve the structural strength of the column 10, a plurality of reinforcing bars 13 may be disposed inside the bellows pipe 11. It is preferable that the corrugated tube 11 is made of a synthetic resin material having good corrosion resistance in order to minimize the corrosion phenomenon caused by foreign substances such as pig manure.

The plurality of support beams 20 are fixed to the upper ends of the two struts 10 adjacent to each other at both ends thereof, thereby forming a lattice-like support structure as shown in FIG. 1 as a whole. 6, the end portions of the adjacent supporting beams 20 are disposed in contact with each other at an upper portion of the column 10, and the contact portion A is fixed to the column 10 by an adhesive 70, Lt; / RTI > The adhesive 70 may be selected from a variety of materials, but it is preferable to use a mortar which is resistant to corrosion and has excellent adhesion and workability.

As shown in FIGS. 5 and 6, the support beam 20 includes a beam member 130 made of concrete, and a beam member 130 made of concrete, And a bottom cover 110 formed to surround the lower portion and the side portion of the beam member 130 so as to prevent the beam member 130 from being corroded by harmful substances.

The bottom cover 110 extends a predetermined length and has an internal space 111 therein. The inner space 111 extends in the longitudinal direction of the bottom cover 110, and the upper surface is opened. The bottom cover 110 is preferably formed of a synthetic resin material such as plastic having excellent corrosion resistance against methane gas and ammonia generated in manure.

The supporting base 120 further includes a support 120 formed inside the bottom cover 110 to support the reinforcing bars of the beam member 130, which will be described later, away from the bottom surface of the bottom cover 110 upward.

The support 120 includes a plurality of support plates 121 protruding upward from the bottom surface of the bottom cover 110 and a plurality of protrusions 122 extending upward at both ends of the support plates 121 .

The support plate 121 extends in a direction intersecting the longitudinal direction of the bottom cover 110, and both ends of the support plate 121 are extended to contact the inner surface of the bottom cover 110, which are opposite to each other. In addition, a plurality of lead-in grooves 124 are formed on the upper surface of the support plate 121 to receive the reinforcing bars of the beam member 130. The number of the insertion grooves 124 may be one or three depending on the number of the reinforcing bars of the beam member 130. In this case, Or more. It is preferable that a plurality of the support plates 121 are formed to be spaced apart from each other along the longitudinal direction of the bottom cover 110.

The extension protrusions 122 extend upward from the opposite ends of the support plates 121 along the side surfaces of the bottom cover 110 so as to reinforce the side surfaces of the bottom cover 110. The extending protrusion 122 may be formed to be inclined so as to have a reduced width with respect to the side surface of the bottom cover 110 as it goes upward from the support plate 121.

The support 120 may protrude upward from the bottom surface of the bottom cover 110 so as to reinforce the bottom of the bottom cover 110 and may support a plurality of And a reinforcing protrusion 123. At this time, it is preferable that the reinforcing protrusion 123, the extension protrusion 122, and the support plate 121 are integrally formed with the bottom cover 110.

The beam member 130 is formed by placing concrete in the internal space 111 into which a plurality of reinforcing bars arranged in parallel in the longitudinal direction are inserted. A plurality of reinforcing bars 22 inserted into the inner space 111 of the bottom cover 110 are arranged in parallel with the longitudinal direction of the bottom cover 110 and are provided with a plurality of hinges 23), the structural strength can be further improved. At this time, it is preferable that the reinforcing protrusion 123 corresponding to the hinge 23 is formed with an insertion hole so as to allow the hinge 23 to be inserted, although not shown in the figure. The length of the above-described support beam 20 can be appropriately designed by those skilled in the art in consideration of the magnitude of the support load of the support beam 20, the section modulus of the support beam, and the strength of the inner reinforcement 22.

As described above, the support beam 20 is made of a beam-like member made of concrete as a main material, thereby providing an advantage of remarkably improving the corrosion resistance due to pig manure, etc., and having sufficient structural strength. In addition, since the bottom cover 110 made of synthetic resin is provided to surround the beam member 130, it is possible to prevent the occurrence of defects in the lower part of the beam member 130 due to methane gas and ammonia generated from the manure.

2, 3 and 4, the conglomerate flooring 30 is installed on the support beam 20 arranged in the lattice shape so as to be separated from the bottom surface 100 of the pig farm by a predetermined distance H, And is installed at a spaced height. Since the plurality of through-holes 31 are formed in the conglomerate flooring 30, foreign substances such as pig manure are stacked on the piggy bank floor 100 through the through-holes 31.

Referring to FIG. 10, the conglomerate flooring 30 is provided with a protection member 35 (FIG. 10) so as to prevent the lower portion from being corroded by harmful substances generated from the manure loaded on the lower side of the konstruc flooring. ). The protection member 35 is formed to surround the lower portion of the conglomerate flooring 30 and is formed of a synthetic resin material such as plastic having excellent corrosion resistance against methane gas and ammonia generated in the manure.

3, 4 and 9, the partition 40 has a rectangular body 41, and a plurality of small through-holes 42 are formed in the body 41 along the transverse and longitudinal directions, Respectively. According to the structure of the partition 40, the structural strength of the partition can be sufficiently maintained and the ventilation performance can be increased. Meanwhile, since the fastening holes 43 for connecting the partition and the partition are formed at the corners of the body 41 of the partition 40, workability is remarkably improved.

Hereinafter, the construction process of the pig farm structure according to the present invention having the above-described structure will be described.

First, as shown in FIG. 1, after the bottom surface 100 of the pig farm is poured into concrete, the corrugated pipes 11 of the support 10 are arranged at regular intervals on the bottom surface 100, The reinforcing steel bars 13 are inserted into the concrete reinforcing bars 13 and the concrete 12 is laid. A plurality of reinforcing bars 22 are arranged side by side and are bundled by the hinges 23 and then placed on the bottom cover 110 and the concrete 21 is laid and cured to fabricate the supporting beam 20. The support beam 20 is placed on a support 10 previously disposed on the floor 100 and the contact portion is fixed using a mortar 70. [ At this time, the installation positions of the support posts 10 and the support beams 20 in the horizontal and vertical directions should be set so that the overall structural strength of the pig farm is sufficiently secured.

Next, as shown in FIG. 2, a porous conglomerate member 30 is disposed on the upper portion of the support beam 20 to form a space having a predetermined height for breeding pigs. Then, as shown in FIG. 3, A partition 40 is provided to form a plurality of compartment spaces above the constellation member 30. The partitions 40 are firmly assembled together through fastening holes 43.

Since the pig farm structure according to the present invention constructed as described above is provided with the protection means for protecting the konstrat flooring material and the support beam, the konstrat flooring material and the supporting member are corroded by harmful substances such as methane gas and ammonia generated from the manure There is an advantage of increasing the service life.

11, a bottom cover 210 according to another embodiment of the present invention is shown.

Elements having the same functions as those in the previous drawings are denoted by the same reference numerals.

Referring to the drawing, the bottom cover 210 is formed at one end thereof fixed to the strut 10 with a coupling hole 211 to be drawn into the bottom cover 210, and at the other end, (212) protruding in a direction away from the bottom cover (210) so as to be inserted into the coupling hole (211) of the bottom cover (210).

Since the coupling protrusions 212 are inserted into the coupling holes 211 and are fixed to the upper portion of the support 10 in a state where a plurality of support beams are coupled to each other, the support beams are more firmly coupled. Therefore, even if the impact is applied in the direction crossing the longitudinal direction of the support beams, the concrete slab flooring 30 can be supported more firmly.

12 shows a bottom cover 220 according to another embodiment of the present invention.

Referring to the drawings, the bottom cover 220 includes an upper reinforcement member 221 extending along the upper edge of the bottom cover 220 so as to reinforce the upper portion of the bottom cover 220. The upper reinforcing member 221 protrudes upward with respect to the upper end of the bottom cover 220 and has an end curved downward. At this time, it is preferable that the upper reinforcement member 221 is formed so that the end portion thereof is drawn into the bottom cover 220.

Meanwhile, as shown in FIG. 13, the upper reinforcing member 221 may be curved downwardly and formed to be rounded.

Since the upper end of the bottom cover 220 is reinforced by the upper reinforcing member 221, the upper shape of the bottom cover 220 is prevented from being deformed by the weight of the concrete poured into the bottom cover 220, There is an advantage that a support beam having a shape can be produced.

14 shows a support member according to another embodiment of the present invention.

Referring to the drawings, the supporting member is provided on the upper part of the inner space 111 so as to prevent the manure discharged through the through hole 31 of the conglomerate flooring 30 from flowing into the beam member 130. [ And an upper cover 231 installed on the bottom cover 210 so as to cover the upper cover 231.

The upper cover 231 is formed to have an area corresponding to the cross-sectional area of the bottom cover 210 so as to close the inner space 111. The upper cover 231 is made of synthetic resin such as plastic having excellent corrosion resistance against methane gas and ammonia generated in the manure It is preferable to be formed as a material.

The upper cover 231 prevents the excretion discharged from the through holes of the conglomerate flooring 30 from flowing into the bottom cover 210 and thus the service life of the beam member 130 is increased.

Meanwhile, FIG. 15 illustrates a concrete slab flooring according to another embodiment of the present invention.

Referring to FIG. 5, the conglomerate flooring includes a main panel 241 having the through holes and a plurality of panel reinforcement members 242 formed at the lower portion of the main panel 241.

The main panel 241 is formed in a plate shape having a predetermined thickness and is formed of a concrete material having a predetermined strength and excellent corrosion resistance against manure of manure. The panel reinforcement member 242 protrudes downward with respect to the lower surface of the main panel 241 and is extended by a predetermined length, and a plurality of the panel reinforcement members 242 are spaced apart from each other in a direction crossing the longitudinal direction.

At this time, it is preferable that the protection member 35 is formed to surround the lower portion of the main panel 241 and the panel reinforcement member 242. The panel reinforcement member 242 can increase the strength of the main panel 241, thereby supporting the livestock more firmly.

16, a protection member 260 and a conglomerate flooring material 270 according to another embodiment of the present invention are shown.

Referring to FIG. 5, the protection member 260 is formed with a through hole corresponding to the through hole in the up-and-down direction, and has an accommodation space 261 with an open top. At this time, the concrete slabs 270 are formed by placing concrete in the receiving space 261 of the protection member 260 into which a plurality of reinforcing bars 271 arranged in parallel in the longitudinal direction are inserted. The conglomerate flooring material 270 constructed as described above is advantageous in that it can be manufactured by using the protective member 260 without requiring a separate mold at the time of manufacture, .

While the present invention has been particularly shown and described with reference to exemplary embodiments thereof, it is evident that many alternatives, modifications and variations will be apparent to those skilled in the art.

Accordingly, the true scope of protection of the present invention should be determined only by the appended claims.

10: Holding
11: corrugated tube
12: Concrete material
13: reinforcing steel
20: Support beam
22: Rebar
23: Hinge
30: ConSlat Flooring
31: Through hole
35:
40: partition
41: Body
42: Through hole
43: fastening hole

Claims

A plurality of pillars provided upright on the ground at a predetermined interval;
A plurality of support beams fixed to upper ends of a plurality of struts adjacent to each other at both ends to form a lattice-like support structure;
A plurality of conglomerate floors disposed on the support beams and spaced apart from the ground by a predetermined distance, the plurality of conglomerate floors having a plurality of through-holes;
And a plurality of compartments disposed on the concrete slab and partitioning a plurality of breeding spaces for raising livestock,
And a lower portion of the beam member to prevent the beam member from being corroded by harmful substances generated in the manure of the livestock discharged down through the through hole of the concrete slab bottom material, And a bottom cover formed to surround the side portion.

The method according to claim 1,
Wherein the bottom cover extends in the longitudinal direction and has an inner space open at an upper portion thereof and the beam member is formed by placing concrete in the inner space into which a plurality of reinforcing bars arranged in parallel in the longitudinal direction are inserted, The pig farm structure.

3. The method of claim 2,
Further comprising: a supporting portion formed inside the bottom cover to support the reinforcing bars introduced into the inner space upwardly from the bottom surface of the bottom cover.

The method of claim 3,
Wherein the support portion protrudes upward with respect to the bottom surface of the bottom cover and extends in a direction intersecting with the longitudinal direction of the bottom cover, at least one lead-in groove is formed on the top surface to receive the reinforcing bars, And a plurality of support plates spaced apart from each other along the longitudinal direction of the cover.

5. The method of claim 4,
Wherein the support portion further comprises a plurality of extending projections extending from both ends of the support plates to extend upward along a side surface of the bottom cover so as to reinforce the side surface of the bottom cover.

The method according to claim 3 or 5,
Further comprising: at least one reinforcing protrusion protruding upward with respect to a bottom surface of the bottom cover so as to reinforce the bottom of the bottom cover, and extending along a longitudinal direction of the bottom cover.

3. The method of claim 2,
The bottom cover is formed at one end portion of the bottom cover to be inserted into the bottom cover and protrudes in a direction away from the bottom cover so as to be inserted into the engagement hole of the adjacent bottom cover at the other end portion. Wherein the pawl structure is formed with an engaging projection.

8. The method of claim 7,
Further comprising an upper lid provided on the bottom cover so as to cover the upper portion of the inner space so as to prevent the manure discharged through the through hole of the conglomerate flooring from flowing into the beam member Wherein the pig farm structure is characterized in that

The method of claim 3,
Further comprising: an upper reinforcement member extending along an upper edge of the bottom cover so as to reinforce an upper portion of the bottom cover, the upper reinforcement member having an end curved downward.

The method according to claim 1,
And a protection member configured to enclose a lower portion of the bottom of the conglomerate so as to prevent corrosion of a bottom portion of the conglomerate bottom material due to toxic substances generated from the manure accumulated on the lower side of the conglomerate bottom material And the piggy bank structure.

11. The method of claim 10,
And a plurality of panel reinforcement members protruding downward with respect to a lower surface of the main panel and having a predetermined length and spaced apart from each other in a direction crossing the longitudinal direction, And the piggy bank structure.