WO2013172677A2 - Drain pipe for farmland and method for constructing agricultural waterway using same - Google Patents
Drain pipe for farmland and method for constructing agricultural waterway using same Download PDFInfo
- Publication number
- WO2013172677A2 WO2013172677A2 PCT/KR2013/004370 KR2013004370W WO2013172677A2 WO 2013172677 A2 WO2013172677 A2 WO 2013172677A2 KR 2013004370 W KR2013004370 W KR 2013004370W WO 2013172677 A2 WO2013172677 A2 WO 2013172677A2
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- WO
- WIPO (PCT)
- Prior art keywords
- tubular body
- farmland
- water
- arable land
- waterway
- Prior art date
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Classifications
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B13/00—Irrigation ditches, i.e. gravity flow, open channel water distribution systems
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B11/00—Drainage of soil, e.g. for agricultural purposes
- E02B11/005—Drainage conduits
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- A—HUMAN NECESSITIES
- A01—AGRICULTURE; FORESTRY; ANIMAL HUSBANDRY; HUNTING; TRAPPING; FISHING
- A01G—HORTICULTURE; CULTIVATION OF VEGETABLES, FLOWERS, RICE, FRUIT, VINES, HOPS OR SEAWEED; FORESTRY; WATERING
- A01G25/00—Watering gardens, fields, sports grounds or the like
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B11/00—Drainage of soil, e.g. for agricultural purposes
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B5/00—Artificial water canals, e.g. irrigation canals
- E02B5/02—Making or lining canals
Definitions
- the present invention relates to a farmland drainage pipe and a farm channel, and more specifically, to maintain a constant level of farmland in a trend of severe weather changes, and to reduce flood damage and to improve productivity while using a farmland drainage pipe. It is about farming channel construction method.
- Korean Utility Model Publication No.0204443 has a body having a bottom surface and a main wall and having an upper surface open, a pipe portion formed by expanding on one side of the body, and an insertion portion fitted into the pipe portion, and connecting a branched drain pipe.
- a concrete waterway pipe comprising: a water flow direction display unit for guiding the direction of water flow by being imprinted on the main wall on an upper surface of the circumferential wall; And a connection portion to which the branch pipes, such as the water and the drain pipe, are connected to a suitable position of the circumferential wall and are opened and closed by a separate shielding plate. Accordingly, it is expected that the workability is simple, the connection is excellent, and the effect of preventing leakage occurring in the welded portion is expected.
- Korean Patent Laid-Open Publication No. 1109641 has a method for constructing a reservoir-type farming channel, comprising: a smoothing step of forming a horizontal surface on which a housing is mounted on a ground; A mounting step of mounting the housing on the horizontal plane; A sedimentation step of digging the inner ground of the enclosure to sink the enclosure; A cover step of laying soil to the inner bottom of the enclosure; It consists of a compaction step to compact the soil layer installed inside the enclosure. Accordingly, it is possible to build an emergency agricultural water source at the time of water harvesting, and it is expected that the flood can be removed quickly, thereby reducing the flood damage.
- An object of the present invention for improving the above conventional problems, arable land drainage conduits and agricultural waterways using the same to contribute to productivity improvement while reducing the flood damage by maintaining a constant level of arable land in the trend of severe weather changes to provide a construction method.
- the tubular body is formed in a structure in which the flow path cross-sectional area is increased from the beginning to the distal end portion, the support plate extends on one side; And water passing means installed to absorb water on at least one surface of the tubular body.
- the tubular body is selected from the first structure for coupling the cover divided into a plurality of on the open top body or the second structure for coupling the body divided into a flange of at least two sides. It is done.
- the water supply means is characterized in that it comprises at least one of a filter medium or a water passage.
- a method for constructing a farm channel with tut between arable lands using the aforementioned tubular body a first step of digging a center of the tuft to form a farm channel so as to be lower than a farmland; A second step of placing the tubular body on the agricultural channel and at least filling the space on the side surface; And a third step of installing a drain pipe for adjusting the water level of the arable land on the forearm.
- the tubular body in the first step and the second step is installed so as to increase the depth of the distal end than the depth of the start.
- FIG. 1 is a schematic diagram showing a pipe for drainage and the agricultural channel according to the present invention.
- FIG. 2 is a configuration diagram showing an installation state of the pipe for drainage according to the present invention
- FIG. 3 is a configuration diagram showing both ends of the drainage pipe of FIG. 2, respectively.
- FIG. 4 is a block diagram showing embodiments of the pipe for drainage according to the present invention
- the pipe for drainage of the arable land 10 for paddy farming is not necessarily limited thereto.
- Neighboring arable land (10) and arable land (10) is divided into turf (21), on the turf 21 to install a farm waterway (22) using a tubular body. Even if the farm road 20 including the turf 21 and the farm channel 22 is formed, a sufficient space for the movement of people or goods can be secured.
- the tubular body 30 of the present invention is formed in a structure in which the passage cross-sectional area increases from the start portion 31 to the distal end portion 32 and the support plate 33 extends on one side.
- the starting part 31 means the upstream end and the end part 32 means the downstream end.
- Increasing the cross-sectional area of the flow path at the downstream end than the upstream end of the tubular body 30 is advantageous in terms of drainage smoothness during flooding.
- the support plate 33 is formed to have the same height as the stack 21, but in some cases, the stack 21 may be omitted and the one side of the farmland 10 may be formed by the support plate 33.
- the tubular body 30 may be formed to include a circular cross section or at least partly a curved surface although the rectangular cross section is fine in configuration including the support plate 33.
- the start portion 31 is horizontal (W1)
- vertical (height) 1m each and the distal end 32 is horizontal (W2)
- length (height) can also be set to 2.5 m and 1 m, respectively.
- the tubular body 30 is preferably formed of a reinforced concrete structure.
- the tubular body 30 has a first structure for coupling the cover 35 divided into a plurality of on the upper body is opened or a second structure for coupling the body divided into a plurality of flanges 36 of at least two sides
- the first structure of FIG. 4 (a) illustrates the installation of formwork on the waterway 22, forming a three-sided body including the bottom and both sides, and then sequentially joining the divided cover 35.
- the second structure of FIG. 4 (b) illustrates the formation of each body divided in a separate place, and then moving to the water channel 22 to combine.
- the cover 35 does not leave at random
- the flange 36 may be formed on the bottom surface in addition to both sides as supporting the position shift between the neighboring bodies, but the top surface is omitted because it interferes with the passage.
- the upper surface of the tubular body 30 may extend to protrude more than the body (horizontal, vertical).
- the size of the cover 35 is increased. Since the width (W1) (W2) corresponding to the width of the tubular body 30 of the present invention is a variable structure, if a pair of opposite to be installed inevitably a side space is formed in the middle. If the upper surface of the tubular body 30 is extended to exclude the opposite side spaces, there is no outflow of buried soil and the top surface is flat, so that smooth passage of people and materials is normally ensured.
- drain hole 34 is to maintain the water level of the arable land 10 at the time of flooding, if there is a tuft 21 between the arable land 10, the drain pipe 24 is installed in the tuft 21 and coincides with the drainage position You have to.
- the drain hole 34 is configured to maintain a constant diameter and open and close as necessary.
- the size of the drain hole 34 is in the range of 20 to 30 cm according to the size of the arable land 10 based on the circular cross section.
- the water supply means 40 is installed to absorb water on at least one surface of the tubular body 30. Water overflowed from the arable land 10 during the flood flows to the upper surface of the start portion 31 of the tubular body 30, of course, but the water supply means 40 is required to partially induce the drainage to the tubular body 30.
- the water supply means 40 is provided with at least one of the filter body 42 or the water passage groove (44).
- the filter body 42 is a grating type to allow the rebar to be exposed to a portion of the reinforced concrete tube 30, and has a removable structure. Thereby, when the filter body 42 is opened, the inside of the pipe body 30 can be cleaned.
- Passage groove 44 may be formed by densely forming a plurality of small holes of 1 cm or less in diameter, or may form long grooves having a narrow width and a long length at regular intervals.
- the present invention relates to a method for constructing the agricultural waterway 22 having the tuft 21 between the arable land 10 by using the tube 30 described above. More specifically, a method of constructing the agricultural waterway 22 that allows drainage and passage using the tubular body 30 on the farm road 20 that divides the neighboring arable land 10 is provided.
- the farm channel 22 is easy to excavate the center of the turf 21, but it is also possible to excavate the entire turf 21 depending on the situation of the site.
- the excavation depth of the farm channel 22 is kept lower than the farmland 10 so that the water in the farmland 10 is smoothly drained to the farm channel 22 side during the flood.
- the tubular body 30 is placed on the agricultural channel 22 and at least the space of the side is buried.
- the installation method of the tubular body 30 is somewhat different.
- the tubular body 30 is accommodated on the water channel 22 so that the two face each other, and the side spaces formed in the middle of the tube 30 are filled with earth and sand. If rain (soil) is expected to flow in the rain, the upper surface of the tubular body 30 should not be buried. The upper surface of the tubular body 30 should be kept flat to facilitate the passage of people and materials.
- the tubular body 30 is installed such that the depth H2 of the distal end portion 32 is increased than the depth H1 of the start portion 31.
- the lowering of the depth H1 (H2) of the tubular body 30 is for the purpose of smoothly discharging the water introduced into the start portion 31 to the distal end portion 32.
- the height of the tubular body 30 is preferably kept the same according to the length, but if the height is different, it may be reflected in the determination of the embedding depth (H1) (H2).
- the center line passing through the flow path cross-sectional area of the tubular body 30 is kept lower than the arable land 10 over the entire length of the tubular body 30.
- the depth H1 of the start part 31 may be 10 cm and the depth H2 of the distal end 32 may be 1 m. have.
- the height of the support plate 33 must be changed in an interlocked manner so that the height of the stack 21 can be constantly adjusted.
- the drain pipe 24 for adjusting the water level of the arable land 10 is installed in the stack 21.
- Drain pipe 24 formed in the stack 21 is to match the respective positions of the drain hole 34 formed in the support plate 33 of the tubular body (30). Accordingly, when the water level of the arable land 10 during flooding is increased, the water is drained to the upper surface of the tubular body 30 through the drain pipe 24 and the drain hole 34 and drained into the tubular body 30 through the water supply means 40. do.
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- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- Agronomy & Crop Science (AREA)
- Water Supply & Treatment (AREA)
- Environmental Sciences (AREA)
- Sewage (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
One aspect of the present invention is a drain pipe for a farmland, comprising a pipe body (30) having a flow channel of which the cross sectional area becomes larger at an end portion (32) thereof than at a starting portion (31) thereof, and having a support plate (33) that extends from one side thereof; and water conveyance means (40) arranged on at least one side of the pipe body (30) to absorb water. Another aspect of the present invention is a method for constructing an agricultural waterway (22) having a bank (21) between farmlands (10) using the pipe body (30), comprising a first step of excavating the center of the bank (21) to construct the agricultural waterway (22) lower than the farmlands (10); a second step of placing the pipe body (30) on the agricultural waterway (22) and filling at least the space formed at the side surface of the pipe body (30); and a third step of installing drainage pipes (24) in the bank (21) to adjust the water level of the farmlands (10). Thus, the water level of the farmland can be held constant such that the water level of the farmland may not be higher than a predetermined level even upon occurrence of localized heavy rain caused by irregular and various meteorological changes, thus preventing damage to the crop caused by flooding and contributing to the improvement of agricultural productivity.
Description
본 발명은 경작지 배수용 관체와 농수로에 관한 것으로서, 보다 구체적으로는 기상변화가 심해지는 추세에서 경작지의 수위가 일정하게 유지되도록 하여 홍수피해를 축소하면서 생산성 향상에 기여하는 경작지 배수용 관체 및 그를 이용한 농수로 시공방법에 관한 것이다.The present invention relates to a farmland drainage pipe and a farm channel, and more specifically, to maintain a constant level of farmland in a trend of severe weather changes, and to reduce flood damage and to improve productivity while using a farmland drainage pipe. It is about farming channel construction method.
농산물 시장개방에 대처하기 위하여 농업생산성 향상이 필요한 시점에서 산악이 많은 한국의 지형적 특성을 감안할 때 집중호우시 홍수에 기인한 농경지(경작지) 침수피해를 줄이기 위한 배수개선사업의 중요성은 크다. 특히 기상변화가 심화되고 있는 추세에서 배수관리의 중요성은 증대된다. 이와 관련하여 한국 등록실용신안공보 제0204443호의 "콘크리트 수로관", 한국 등록특허공보 제1109641호의 "저류형 농수로의 시공방법" 등의 선행특허를 참조할 수 있다.Considering the topographical characteristics of mountainous Korea, when it is necessary to improve agricultural productivity in order to cope with the opening of the agricultural product market, the importance of drainage improvement projects to reduce the flooding of agricultural land (cultivated land) caused by flooding during heavy rains is important. In particular, the importance of drainage management is increasing in the face of increasing weather change. In this regard, reference may be made to prior art patents such as "concrete waterway pipe" of Korean Utility Model Publication No. 0244443, and "method of construction of a reservoir-type agricultural water channel" of Korean Patent Publication No. 1109641.
한국 등록실용신안공보 제0204443호는 저면과 주벽을 가지고 상면이 개방되는 몸체와, 몸체의 일측에 확관하여 형성되는 관접부, 그리고 상기 관접부에 끼워맞춤결합되는 삽입부를 갖추고, 분지되는 배수관을 연결할 수 있는 콘크리트 수로관으로서, 상기 주벽의 상면에 상기 주벽에 각인되어 수류의 방향을 안내하는 수류방향표시부; 및 상기 주벽 적당한 위치에 상기 용수 및 배수관등의 분지관이 연결이 되고 별도의 차폐판으로 개폐되도록 된 연결부를 포함한다. 이에 따라, 작업성이 간편하고 연결상태가 우수하며 관접부분에서 발생하는 누수현상을 방지하는 효과를 기대한다.Korean Utility Model Publication No.0204443 has a body having a bottom surface and a main wall and having an upper surface open, a pipe portion formed by expanding on one side of the body, and an insertion portion fitted into the pipe portion, and connecting a branched drain pipe. A concrete waterway pipe, comprising: a water flow direction display unit for guiding the direction of water flow by being imprinted on the main wall on an upper surface of the circumferential wall; And a connection portion to which the branch pipes, such as the water and the drain pipe, are connected to a suitable position of the circumferential wall and are opened and closed by a separate shielding plate. Accordingly, it is expected that the workability is simple, the connection is excellent, and the effect of preventing leakage occurring in the welded portion is expected.
한국 등록특허공보 제1109641호는 저류형 농수로를 시공하는 방법에 있어서, 지면에 함체가 거치되는 수평면을 형성하는 평활단계와; 상기 수평면에 함체를 거치하는 거치단계와; 함체 내부 지반을 굴착하여 함체를 침하시키는 침설단계와; 함체 내측 하부에 토사를 포설하는 복토단계와; 함체 내부에 포설된 토사층에 다짐을 실시하는 다짐단계로 이루어진다. 이에 따라, 갈수시 비상 농업용수 수원을 구축할 수 있고, 신속한 홍수배제가 가능하여 홍수피해를 저감하는 효과를 기대한다.Korean Patent Laid-Open Publication No. 1109641 has a method for constructing a reservoir-type farming channel, comprising: a smoothing step of forming a horizontal surface on which a housing is mounted on a ground; A mounting step of mounting the housing on the horizontal plane; A sedimentation step of digging the inner ground of the enclosure to sink the enclosure; A cover step of laying soil to the inner bottom of the enclosure; It consists of a compaction step to compact the soil layer installed inside the enclosure. Accordingly, it is possible to build an emergency agricultural water source at the time of water harvesting, and it is expected that the flood can be removed quickly, thereby reducing the flood damage.
그러나, 상기한 선행특허에 의하면 유로 단면적을 일정하게 유지하는 구조와 함께 일반적인 시공방법을 기반으로 하므로 홍수시 배수의 원활성이 저하되고, 경작지와 경작지 사이의 농로에 적용하는 경우 충분한 유로의 확보가 곤란하거나 경작지의 축소를 수반하는 폐단을 보이고 있다.However, according to the above-mentioned patent, since the structure of maintaining a constant flow path cross section is based on a general construction method, the smoothness of drainage during flooding is reduced, and sufficient flow path is secured when applied to a farmland between farmland and farmland. It is difficult or has been accompanied by a shrinkage of arable land.
상기와 같은 종래의 문제점들을 개선하기 위한 본 발명의 목적은, 기상변화가 심해지는 추세에서 경작지의 수위가 일정하게 유지되도록 하여 홍수피해를 축소하면서 생산성 향상에 기여하는 경작지 배수용 관체 및 그를 이용한 농수로 시공방법을 제공하는 데 있다.An object of the present invention for improving the above conventional problems, arable land drainage conduits and agricultural waterways using the same to contribute to productivity improvement while reducing the flood damage by maintaining a constant level of arable land in the trend of severe weather changes To provide a construction method.
상기 목적을 달성하기 위하여, 본 발명의 일면은, 시작부에서 말단부에 이르면서 유로 단면적이 증대하고, 일측에 지지판이 연장되는 구조로 형성되는 관체; 및 상기 관체의 적어도 일면에 물을 흡수하도록 설치되는 통수수단;을 포함하여 이루어지는 것을 특징으로 한다.In order to achieve the above object, one side of the present invention, the tubular body is formed in a structure in which the flow path cross-sectional area is increased from the beginning to the distal end portion, the support plate extends on one side; And water passing means installed to absorb water on at least one surface of the tubular body.
또, 본 발명에 따르면 상기 관체는 상부가 개방된 몸체 상에 다수로 분할된 덮개를 결합하는 제1구조 또는 다수로 분할된 몸체를 적어도 2면의 플랜지로 결합하는 제2구조 중에서 택일하는 것을 특징으로 한다.In addition, according to the present invention, the tubular body is selected from the first structure for coupling the cover divided into a plurality of on the open top body or the second structure for coupling the body divided into a flange of at least two sides. It is done.
또, 본 발명에 따르면 상기 통수수단은 여과체 또는 통수홈 중에서 적어도 하나를 구비하는 것을 특징으로 한다.In addition, according to the present invention, the water supply means is characterized in that it comprises at least one of a filter medium or a water passage.
본 발명의 다른 일면은, 상기한 관체를 이용하여 경작지 사이에 뚝을 지닌 농수로를 시공하는 방법에 있어서: 상기 뚝의 중앙을 굴착하여 경작지보다 낮아지도록 농수로를 형성하는 제1단계; 상기 농수로 상에 관체를 상치하고 적어도 측면의 공간을 매립하는 제2단계; 및 상기 뚝에 경작지의 수위를 조절하기 위한 배수관을 설치하는 제3단계;를 포함하여 이루어지는 것을 특징으로 한다.According to another aspect of the present invention, there is provided a method for constructing a farm channel with tut between arable lands using the aforementioned tubular body: a first step of digging a center of the tuft to form a farm channel so as to be lower than a farmland; A second step of placing the tubular body on the agricultural channel and at least filling the space on the side surface; And a third step of installing a drain pipe for adjusting the water level of the arable land on the forearm.
또, 본 발명에 따르면 상기 제1단계와 제2단계에서 관체는 시작부의 깊이보다 말단부의 깊이가 증가하도록 설치되는 것을 특징으로 한다.In addition, according to the present invention is characterized in that the tubular body in the first step and the second step is installed so as to increase the depth of the distal end than the depth of the start.
이상과 같이 본 발명에 의하면, 불규칙적이고 변화무쌍한 기상변화로 발생하는 집중호우시에도 경작지의 수위가 적정높이 이상 되지 않도록 일정하게 유지되도록 함으로써 침수로 인한 농작물의 피해를 막을 수 있어 농업생산성 향상에 기여하는 효과가 있다.As described above, according to the present invention, it is possible to prevent the damage of crops due to flooding by maintaining the constant level so that the water level of the cultivated land does not exceed the appropriate height even in the case of heavy rainfall caused by irregular and variable weather changes, thereby contributing to the improvement of agricultural productivity. It is effective.
도 1은 본 발명에 따른 배수용 관체와 농수로를 나타내는 모식도1 is a schematic diagram showing a pipe for drainage and the agricultural channel according to the present invention.
도 2는 본 발명에 따른 배수용 관체의 설치상태를 나타내는 구성도2 is a configuration diagram showing an installation state of the pipe for drainage according to the present invention;
도 3은 도 2의 배수용 관체의 양단부를 각각 나타내는 구성도FIG. 3 is a configuration diagram showing both ends of the drainage pipe of FIG. 2, respectively. FIG.
도 4는 본 발명에 따른 배수용 관체의 실시예들을 나타내는 구성도Figure 4 is a block diagram showing embodiments of the pipe for drainage according to the present invention
이하, 첨부된 도면에 의거하여 본 발명의 실시예를 상세하게 설명하면 다음과 같다.Hereinafter, exemplary embodiments of the present invention will be described in detail with reference to the accompanying drawings.
본 발명의 일면에 의하면, 논 농사를 위한 경작지(10)의 배수를 위한 관체에 관련되는 것이나 반드시 이에 국한되는 것은 아니다. 이웃하는 경작지(10)와 경작지(10)는 뚝(21)으로 구분되며, 뚝(21) 상에 관체를 이용하여 농수로(22)를 설치한다. 뚝(21)과 농수로(22)를 포함하는 농로(20)를 형성하더라도 사람이나 물자의 이동을 위한 충분한 공간을 확보할 수 있다.According to one aspect of the invention, it is related to the pipe for drainage of the arable land 10 for paddy farming, but is not necessarily limited thereto. Neighboring arable land (10) and arable land (10) is divided into turf (21), on the turf 21 to install a farm waterway (22) using a tubular body. Even if the farm road 20 including the turf 21 and the farm channel 22 is formed, a sufficient space for the movement of people or goods can be secured.
본 발명의 관체(30)는 시작부(31)에서 말단부(32)에 이르면서 유로 단면적이 증대하고, 일측에 지지판(33)이 연장되는 구조로 형성된다. 시작부(31)는 상류단을 의미하고 말단부(32)는 하류단을 의미한다. 관체(30)의 상류단보다 하류단의 유로 단면적을 증대하면 홍수시 배수 원활성 측면에서 유리하다. 지지판(33)은 뚝(21)과 같은 높이를 유지하는 치수로 형성하는 것이지만, 경우에 따라서는 뚝(21)을 생략하고 지지판(33)으로 경작지(10)의 일측을 형성할 수도 있다. 관체(30)는 지지판(33)을 포함하는 구성상 사각단면이 무난하지만 원형 단면 또는 적어도 부분적으로 곡면을 포함하도록 형성할 수도 있다.The tubular body 30 of the present invention is formed in a structure in which the passage cross-sectional area increases from the start portion 31 to the distal end portion 32 and the support plate 33 extends on one side. The starting part 31 means the upstream end and the end part 32 means the downstream end. Increasing the cross-sectional area of the flow path at the downstream end than the upstream end of the tubular body 30 is advantageous in terms of drainage smoothness during flooding. The support plate 33 is formed to have the same height as the stack 21, but in some cases, the stack 21 may be omitted and the one side of the farmland 10 may be formed by the support plate 33. The tubular body 30 may be formed to include a circular cross section or at least partly a curved surface although the rectangular cross section is fine in configuration including the support plate 33.
설계의 일예로, 도 2 및 도 3을 참조하면, 관체(30)의 길이가 400m인 경우 시작부(31)는 가로(W1), 세로(높이)를 각각 1m로 하고 말단부(32)는 가로(W2), 세로(높이)를 각각 2.5m, 1m로 할 수도 있다. 물론 관체(30)는 철근콘크리트 구조물로 형성하는 것이 바람직하다.As an example of the design, referring to Figures 2 and 3, when the length of the tubular body 30 is 400m, the start portion 31 is horizontal (W1), vertical (height) 1m each and the distal end 32 is horizontal (W2) and length (height) can also be set to 2.5 m and 1 m, respectively. Of course, the tubular body 30 is preferably formed of a reinforced concrete structure.
이와 같은 구조에 의하면, 홍수시 시작부(31)에서 말단부(32)로 가면서 유량이 증가하더라도 배수가 원활하고, 관체(30)의 시작부(31)의 입구에 있는 이물질만 제거하면 전체적으로 원활한 배수상태를 관리하기 용이하다.According to such a structure, even if the flow rate increases from the start portion 31 to the end portion 32 during flooding, the drainage is smooth, and only the foreign matter at the inlet of the start portion 31 of the tubular body 30 is smoothly drained. Easy to manage state
이때, 상기 관체(30)는 상부가 개방된 몸체 상에 다수로 분할된 덮개(35)를 결합하는 제1구조 또는 다수로 분할된 몸체를 적어도 2면의 플랜지(36)로 결합하는 제2구조 중에서 택일한다. 도 4(a)의 제1구조는 농수로(22) 상에 거푸집을 설치하고 저면과 양측면을 포함한 3면의 몸체를 형성한 다음 분할된 덮개(35)를 순차적으로 결합하는 것을 예시한다. 도 4(b)의 제2구조는 별도의 장소에서 분할된 각각의 몸체를 형성한 다음 농수로(22)로 이동하여 결합하는 것을 예시한다. 전자의 경우 덮개(35)가 임의로 이탈하지 않도록 저면에 걸림홈을 두는 것이 좋고, 후자의 경우 양측면의 적어도 2개의 플랜지(36)를 개재하여 결합하는 것이 좋다. 플랜지(36)는 이웃하는 몸체 간의 결합 위치 어긋남을 지지하는 것으로서 양측면 외에 저면에도 형성할 수 있으나 상면에는 통행에 지장을 주므로 생략한다.At this time, the tubular body 30 has a first structure for coupling the cover 35 divided into a plurality of on the upper body is opened or a second structure for coupling the body divided into a plurality of flanges 36 of at least two sides Choose from The first structure of FIG. 4 (a) illustrates the installation of formwork on the waterway 22, forming a three-sided body including the bottom and both sides, and then sequentially joining the divided cover 35. The second structure of FIG. 4 (b) illustrates the formation of each body divided in a separate place, and then moving to the water channel 22 to combine. In the former case, it is preferable to have a locking groove on the bottom surface so that the cover 35 does not leave at random, and in the latter case, it is preferable to couple through at least two flanges 36 on both sides. The flange 36 may be formed on the bottom surface in addition to both sides as supporting the position shift between the neighboring bodies, but the top surface is omitted because it interferes with the passage.
본 발명의 세부 구성으로서, 상기 제1구조 또는 제2구조의 어느 경우에나 관체(30)의 상면은 몸체(가로, 세로)보다 돌출되도록 연장될 수 있다. 도 4(a)의 제1구조의 경우에는 덮개(35)의 크기를 증대하는 방식으로 구현한다. 본 발명의 관체(30)의 가로에 해당하는 폭(W1)(W2)이 가변되는 구조이므로 한 쌍을 대향하게 설치하면 중간에 필연적으로 측면 공간이 형성된다. 관체(30)의 상면을 연장시켜 대향하는 측면 공간을 배제하면 매립된 토사의 유출이 없고 상면이 평탄하게 되므로 평상시 사람과 물자의 원활한 통행이 보장된다.As a detailed configuration of the present invention, in any case of the first structure or the second structure, the upper surface of the tubular body 30 may extend to protrude more than the body (horizontal, vertical). In the case of the first structure of FIG. 4A, the size of the cover 35 is increased. Since the width (W1) (W2) corresponding to the width of the tubular body 30 of the present invention is a variable structure, if a pair of opposite to be installed inevitably a side space is formed in the middle. If the upper surface of the tubular body 30 is extended to exclude the opposite side spaces, there is no outflow of buried soil and the top surface is flat, so that smooth passage of people and materials is normally ensured.
본 발명의 세부 구성으로서, 상기 제1구조 또는 제2구조의 어느 경우에나 지지판(33) 상에는 다수의 배수공(34)이 형성된다. 배수공(34)은 홍수시에 경작지(10)의 수위를 일정하게 유지하는 것으로서, 경작지(10) 사이에 뚝(21)이 있는 경우 뚝(21)에 배수관(24)을 설치하고 배수 위치를 일치시켜야 한다. 어느 경우에나 배수공(34)은 일정한 간경으로 유지하고 필요에 따라 개폐가 가능한 구조로 하는 것이 바람직하다. 배수공(34)의 크기는 원형 단면을 기준으로 하면 경작지(10)의 크기에 따라 20~30㎝ 범위로 한다.As a detailed configuration of the present invention, a plurality of drain holes 34 are formed on the support plate 33 in either of the first structure or the second structure. Drain hole 34 is to maintain the water level of the arable land 10 at the time of flooding, if there is a tuft 21 between the arable land 10, the drain pipe 24 is installed in the tuft 21 and coincides with the drainage position You have to. In any case, it is preferable that the drain hole 34 is configured to maintain a constant diameter and open and close as necessary. The size of the drain hole 34 is in the range of 20 to 30 cm according to the size of the arable land 10 based on the circular cross section.
또, 본 발명에 따르면 상기 관체(30)의 적어도 일면에 물을 흡수하도록 통수수단(40)이 설치되는 구조이다. 홍수시 경작지(10)에서 넘친 물이 관체(30)의 시작부(31)는 물론 상면으로 흐르지만 이를 부분적으로 관체(30)로 유도하여 배수하기 위한 통수수단(40)이 필요하다.In addition, according to the present invention has a structure that the water supply means 40 is installed to absorb water on at least one surface of the tubular body 30. Water overflowed from the arable land 10 during the flood flows to the upper surface of the start portion 31 of the tubular body 30, of course, but the water supply means 40 is required to partially induce the drainage to the tubular body 30.
이때, 상기 통수수단(40)은 여과체(42) 또는 통수홈(44) 중에서 적어도 하나를 구비한다. 여과체(42)는 철근콘크리트 관체(30) 상의 일부에 철근이 드러나도록 하는 그레이팅 형태이면서 착탈이 가능한 구조로 한다. 이에 따라, 여과체(42)를 개방하면 관체(30)의 내부를 청소할 수 있다. 통수홈(44)은 직경 1㎝ 이하의 작은 구멍을 다수로 밀집하여 형성하거나 폭이 좁고 길이가 긴 장홈을 일정 간격으로 형성할 수 있다. 통수수단(40)을 관체(30)의 상면에 설치하는 경우 별도의 커버(도시 생략)를 이용하여 평상시 폐쇄하고 홍수시에만 개방할 수도 있다.At this time, the water supply means 40 is provided with at least one of the filter body 42 or the water passage groove (44). The filter body 42 is a grating type to allow the rebar to be exposed to a portion of the reinforced concrete tube 30, and has a removable structure. Thereby, when the filter body 42 is opened, the inside of the pipe body 30 can be cleaned. Passage groove 44 may be formed by densely forming a plurality of small holes of 1 cm or less in diameter, or may form long grooves having a narrow width and a long length at regular intervals. When the water supply means 40 is installed on the upper surface of the tubular body 30, it may be normally closed by using a separate cover (not shown) and may be opened only during flooding.
본 발명의 다른 일면에 의하면, 상기한 관체(30)를 이용하여 경작지(10) 사이에 뚝(21)을 지닌 농수로(22)를 시공하는 방법에 관련된다. 좀 더 구체적으로, 이웃하는 경작지(10)를 구분하는 농로(20) 상에 관체(30)를 이용하여 배수와 통행이 가능한 농수로(22)를 시공하는 방법을 요지로 한다.According to another aspect of the present invention, it relates to a method for constructing the agricultural waterway 22 having the tuft 21 between the arable land 10 by using the tube 30 described above. More specifically, a method of constructing the agricultural waterway 22 that allows drainage and passage using the tubular body 30 on the farm road 20 that divides the neighboring arable land 10 is provided.
본 발명의 제1단계에서 상기 뚝(21)의 중앙을 굴착하여 경작지(10)보다 낮아지도록 농수로(22)를 형성한다. 농수로(22)는 뚝(21)의 중앙을 굴착하는 것이 무난하지만 현장의 상황에 따라 뚝(21)의 전체를 굴착하는 것도 가능하다. 농수로(22)의 굴착 깊이는 경작지(10)보다 낮게 유지하여 홍수시 경작지(10)의 물이 농수로(22) 측으로 원활하게 배수되도록 한다.In the first step of the present invention to excavate the center of the tuft 21 to form a waterway 22 to be lower than the arable land (10). The farm channel 22 is easy to excavate the center of the turf 21, but it is also possible to excavate the entire turf 21 depending on the situation of the site. The excavation depth of the farm channel 22 is kept lower than the farmland 10 so that the water in the farmland 10 is smoothly drained to the farm channel 22 side during the flood.
본 발명의 제2단계에서 상기 농수로(22) 상에 관체(30)를 상치하고 적어도 측면의 공간을 매립한다. 물론 전술한 도 4(a)의 제1구조 또는 도 4(b)의 제2구조를 선택함에 따라 관체(30)의 설치 방법은 다소 차이가 있다. 어느 경우에나 관체(30)는 2개를 1조로 하여 대향하도록 농수로(22) 상에 수용하며 대향하는 중간에 형성된 측면 공간은 토사로 매립한다. 우천시 토사의 유동(유실)이 예상되는 경우 관체(30)의 상면은 매립하지 않도록 한다. 관체(30)의 상면이 평탄하게 유지되어야 사람과 물자의 통행이 원활하다.In the second step of the present invention, the tubular body 30 is placed on the agricultural channel 22 and at least the space of the side is buried. Of course, according to the first structure of FIG. 4 (a) or the second structure of FIG. 4 (b), the installation method of the tubular body 30 is somewhat different. In any case, the tubular body 30 is accommodated on the water channel 22 so that the two face each other, and the side spaces formed in the middle of the tube 30 are filled with earth and sand. If rain (soil) is expected to flow in the rain, the upper surface of the tubular body 30 should not be buried. The upper surface of the tubular body 30 should be kept flat to facilitate the passage of people and materials.
이때, 상기 제1단계와 제2단계에서 관체(30)는 시작부(31)의 깊이(H1)보다 말단부(32)의 깊이(H2)가 증가하도록 설치된다. 관체(30)의 깊이(H1)(H2)를 하향지도록 하는 것은 시작부(31)로 유입된 물이 말단부(32)로 원활하게 배출하기 위한 목적이다. 관체(30)의 높이는 길이에 따라 동일하게 유지하는 것이 좋으나 만일 높이를 달리한다면 매설 깊이(H1)(H2)의 결정시 반영될 수 있다. 관체(30)의 유로 단면적을 통과하는 중심선이 관체(30)의 전체 길이에 걸쳐 경작지(10)보다 낮게 유지되도록 한다.At this time, in the first step and the second step, the tubular body 30 is installed such that the depth H2 of the distal end portion 32 is increased than the depth H1 of the start portion 31. The lowering of the depth H1 (H2) of the tubular body 30 is for the purpose of smoothly discharging the water introduced into the start portion 31 to the distal end portion 32. The height of the tubular body 30 is preferably kept the same according to the length, but if the height is different, it may be reflected in the determination of the embedding depth (H1) (H2). The center line passing through the flow path cross-sectional area of the tubular body 30 is kept lower than the arable land 10 over the entire length of the tubular body 30.
설계의 일예로서, 도 3을 참조하면, 관체(30)의 길이가 400m인 경우 시작부(31)의 깊이(H1)를 10㎝로 하고 말단부(32)의 깊이(H2)를 1m로 할 수 있다. 물론 이에 따라 지지판(33)의 높이가 연동적으로 변화되어야 뚝(21)의 높이를 일정하게 맞출 수 있다.As an example of design, referring to FIG. 3, when the length of the tubular body 30 is 400 m, the depth H1 of the start part 31 may be 10 cm and the depth H2 of the distal end 32 may be 1 m. have. Of course, the height of the support plate 33 must be changed in an interlocked manner so that the height of the stack 21 can be constantly adjusted.
본 발명의 제3단계에서 상기 뚝(21)에 경작지(10)의 수위를 조절하기 위한 배수관(24)을 설치한다. 뚝(21)에 형성되는 배수관(24)은 관체(30)의 지지판(33)에 형성되는 배수공(34)과 각각의 위치가 일치되도록 한다. 이에 따라 홍수시 경작지(10)의 수위가 높아지면 배수관(24)과 배수공(34)을 거쳐 관체(30)의 상면으로 배수되는 동시에 통수수단(40)을 통하여 관체(30)의 내부로도 배수된다.In the third step of the present invention, the drain pipe 24 for adjusting the water level of the arable land 10 is installed in the stack 21. Drain pipe 24 formed in the stack 21 is to match the respective positions of the drain hole 34 formed in the support plate 33 of the tubular body (30). Accordingly, when the water level of the arable land 10 during flooding is increased, the water is drained to the upper surface of the tubular body 30 through the drain pipe 24 and the drain hole 34 and drained into the tubular body 30 through the water supply means 40. do.
본 발명은 기재된 실시예에 한정되는 것은 아니고, 본 발명의 사상 및 범위를 벗어나지 않고 다양하게 수정 및 변형할 수 있음은 이 기술의 분야에서 통상의 지식을 가진 자에게 자명하다. 따라서 그러한 변형예 또는 수정예들은 본 발명의 특허청구범위에 속한다 해야 할 것이다.It is apparent to those skilled in the art that the present invention is not limited to the described embodiments, and that various modifications and variations can be made without departing from the spirit and scope of the present invention. Therefore, such modifications or variations will have to belong to the claims of the present invention.
[부호의 설명][Description of the code]
10: 경작지 20: 농로10: Farmland 20: Farmland
21: 뚝 22: 농수로21: Tt. 22: Farm Waterway
24: 배수관 30: 관체24: drain pipe 30: pipe
31: 시작부 32: 말단부31: start 32: end
33: 지지판 34: 배수공33: support plate 34: drain hole
35: 덮개 36: 플랜지35: cover 36: flange
40: 통수수단 42: 여과체40: water supply means 42: filter medium
44: 통수홈44: channel
Claims (3)
- 경작지의 배수를 위한 관체에 있어서:In the tube for drainage of arable land:시작부(31)에서 말단부(32)에 이르면서 유로 단면적이 증대하고, 일측에 지지판(33)이 연장되는 구조로 형성되는 관체(30); 및A tubular body 30 formed of a structure in which a passage cross-sectional area is increased from the start portion 31 to the distal end portion 32 and the support plate 33 extends on one side thereof; And상기 관체(30)의 적어도 일면에 물을 흡수하도록 설치되는 통수수단(40);을 포함하여 이루어지고,It comprises a; water passing means 40 is installed to absorb water on at least one surface of the tubular body 30,상기 관체(30)는 상부가 개방된 몸체 상에 다수로 분할된 덮개(35)를 결합하는 제1구조 또는 다수로 분할된 몸체를 적어도 2면의 플랜지(36)로 결합하는 제2구조 중에서 택일하는 것을 특징으로 하는 경작지 배수용 관체.The tubular body 30 may be selected from a first structure that couples the cover 35 divided into a plurality of parts on an open body, or a second structure that couples the body divided into a flange 36 on at least two sides. A pipe for arable land drainage, characterized in that.
- 제1항에 있어서,The method of claim 1,상기 통수수단(40)은 여과체(42) 또는 통수홈(44) 중에서 적어도 하나를 구비하는 것을 특징으로 하는 경작지 배수용 관체.The water passage means 40 is arable land drainage pipe, characterized in that it comprises at least one of the filter body 42 or the water passage groove (44).
- 제1항의 관체(30)를 이용하여 경작지(10) 사이에 뚝(21)을 지닌 농수로(22)를 시공하는 방법에 있어서:In the method of constructing the agricultural waterway 22 having the pit 21 between the arable land 10 using the tubular body 30 of claim 1:상기 뚝(21)의 중앙을 굴착하여 경작지(10)보다 낮아지도록 농수로(22)를 형성하는 제1단계;A first step of digging the center of the tuft (21) to form a waterway (22) to be lower than the arable land (10);상기 농수로(22) 상에 관체(30)를 상치하고 적어도 측면의 공간을 매립하는 제2단계; 및A second step of placing the tubular body 30 on the agricultural waterway 22 and embedding the space of at least a side surface; And상기 뚝(21)에 경작지(10)의 수위를 조절하기 위한 배수관(24)을 설치하는 제3단계;를 포함하여 이루어지고,And a third step of installing a drain pipe 24 for adjusting the water level of the arable land 10 on the tuft 21.상기 제1단계와 제2단계에서 관체(30)는 시작부(31)의 깊이(H1)보다 말단부(32)의 깊이(H2)가 증가하도록 설치되는 것을 특징으로 하는 배수용 관체를 이용한 농수로 시공방법.In the first step and the second step, the tubular body 30 is installed in a waterway using a drainage tube, characterized in that the depth (H2) of the distal end portion 32 is installed to increase than the depth (H1) of the start portion 31. Way.
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KR1020120052459A KR101238872B1 (en) | 2012-05-17 | 2012-05-17 | Drainage pipe for cultivation area and method for installing the same |
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US10364564B2 (en) * | 2017-11-29 | 2019-07-30 | Xuejie Liu | Super drainage system and method for flood control |
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KR101729148B1 (en) | 2015-07-10 | 2017-04-21 | 장용 | An artificial pool waterway switchgear of Natural Recreation Forest |
CN105970887A (en) * | 2016-05-31 | 2016-09-28 | 黑龙江省农业科学院土壤肥料与环境资源研究所 | Comprehensive low-moisture soil drainage promoting device and implementation method |
CN106702982B (en) * | 2016-12-27 | 2019-03-15 | 山东省分析测试中心 | A kind of intensive farmland drainage system |
CN115198702B (en) * | 2022-05-12 | 2024-06-04 | 重庆白帝城旅游开发有限公司 | Water delivery tank for hydraulic engineering construction capable of improving water delivery efficiency |
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JPH09144122A (en) * | 1995-11-28 | 1997-06-03 | Nozomi Takahashi | Drainage pipe, sideditch, and drainage ditch having structure for speeding up wastewater flow |
KR200377410Y1 (en) * | 2004-11-01 | 2005-03-11 | 정종수 | A channel block |
JP2005213799A (en) * | 2004-01-28 | 2005-08-11 | Uemura Giken Kogyo Kk | Method for constructing water channel |
KR101109641B1 (en) * | 2011-06-28 | 2012-01-31 | 유한회사 태일토건 | Construction method of agricultural channel with pond |
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JPH09144122A (en) * | 1995-11-28 | 1997-06-03 | Nozomi Takahashi | Drainage pipe, sideditch, and drainage ditch having structure for speeding up wastewater flow |
JP2005213799A (en) * | 2004-01-28 | 2005-08-11 | Uemura Giken Kogyo Kk | Method for constructing water channel |
KR200377410Y1 (en) * | 2004-11-01 | 2005-03-11 | 정종수 | A channel block |
KR101109641B1 (en) * | 2011-06-28 | 2012-01-31 | 유한회사 태일토건 | Construction method of agricultural channel with pond |
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US10364564B2 (en) * | 2017-11-29 | 2019-07-30 | Xuejie Liu | Super drainage system and method for flood control |
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