KR100607183B1 - The rivers floatage removal apparatus which uses compressed air - Google Patents

The rivers floatage removal apparatus which uses compressed air Download PDF

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KR100607183B1
KR100607183B1 KR1020060001969A KR20060001969A KR100607183B1 KR 100607183 B1 KR100607183 B1 KR 100607183B1 KR 1020060001969 A KR1020060001969 A KR 1020060001969A KR 20060001969 A KR20060001969 A KR 20060001969A KR 100607183 B1 KR100607183 B1 KR 100607183B1
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South Korea
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river
compressed air
main pipe
floating
air
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KR1020060001969A
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Korean (ko)
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김국일
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동부엔지니어링 주식회사
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    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B15/00—Cleaning or keeping clear the surface of open water; Apparatus therefor
    • E02B15/04—Devices for cleaning or keeping clear the surface of open water from oil or like floating materials by separating or removing these materials
    • E02B15/10—Devices for removing the material from the surface
    • E02B15/108—Ejection means

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  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Removal Of Floating Material (AREA)

Abstract

본 발명은 상류측에서 수중보를 향해 떠내려오는 부유쓰레기를 압축공기를 이용해서 하천의 제방으로 유도한 다음 포획하여 수거할 수 있도록 한 압축공기를 이용한 하천부유물 제거장치에 관한 것으로, 분사노즐(50)(52)을 설치하기 위한 역(逆) "V"자 모양의 서브파이프(34)를 메인파이프(32)의 양단으로부터 하천(20)의 상류측을 향해 수면보다 높은 위치에 설치하고, 분사노즐(50)(52)을 설치하기 위한 복수의 세로파이프(36)를 메인파이프(32)와 서브파이프(34) 사이에 일정한 간격으로 설치하며, 수중보(24)의 좌우측에 위치한 제방(26)(28)에 상류측에서 수중보(24)를 우회하여 하류측으로 직접 이어지는 측면배수로(62)(64)를 형성하여 구성된 것이다.The present invention relates to a stream floating material removal device using compressed air, which is capable of inducing and capturing and collecting floating garbage floating down from the upstream side toward the underwater beam using compressed air. Inverted " V " -shaped subpipes 34 for installing 52 are provided at positions higher than the water surface from both ends of the main pipe 32 toward the upstream side of the river 20, and the injection nozzles. A plurality of vertical pipes 36 for installing the 50 and 52 are installed at regular intervals between the main pipe 32 and the subpipes 34, and the levees 26 located on the left and right sides of the underwater beam 24 ( 28, the side drainage passages 62 and 64 are formed to bypass the underwater beams 24 on the upstream side and directly to the downstream side.

하천,수중보,쓰레기,부유물,에어,공기압,노즐,수거망 Rivers, underwater walks, garbage, floats, air, air pressure, nozzles, collection nets

Description

압축공기를 이용한 하천부유물 제거장치{The rivers floatage removal apparatus which uses compressed air}The rivers floatage removal apparatus which uses compressed air}

도 1은 본 발명에 따른 압축공기를 이용한 하천부유물 제거장치가 하천에 적용된 상태를 보인 평면도1 is a plan view showing a state in which the river floating material removal apparatus using the compressed air according to the present invention is applied to the stream

도 2는 본 발명에 따른 압축공기를 이용한 하천부유물 제거장치를 보인 사시도Figure 2 is a perspective view showing a river floatation removal device using the compressed air according to the present invention

도 3은 본 발명에 따른 압축공기를 이용한 하천부유물 제거장치를 보인 저면사시도Figure 3 is a bottom perspective view showing a river floatation removal device using the compressed air according to the present invention

도 4는 도2의 A-A선 단면도4 is a cross-sectional view taken along the line A-A of FIG.

도 5는 본 발명에 따른 압축공기를 이용한 하천부유물 제거장치가 하천에 적용된 상태를 보인 사시도5 is a perspective view showing a state in which the river floating material removal apparatus using compressed air according to the present invention is applied to the stream

* 도면의 주요부분에 대한 부호 설명 *Explanation of symbols on the main parts of the drawings

20 : 하천 24 : 수중보20: river 24: underwater walk

24a : 벽면 25 : 수면24a: wall 25: sleep

26,28 : 제방 30 : 포스트26,28: Embankment 30: Post

32 : 메인파이프 34 : 서브파이프32: main pipe 34: subpipe

36 : 세로파이프 40 : 에어탱크36: vertical pipe 40: air tank

42 : 압축공기 44 : 부유쓰레기42: compressed air 44: suspended garbage

50,52 : 분사노즐 60 : 개폐밸브50,52: Injection nozzle 60: On-off valve

62,64 : 측면배수로 66,68 : 부유물포획망62,64: Side drainage route 66,68: Float trap network

70,72 : 보조노즐 A1 : 공기분사방향70,72 Auxiliary nozzle A1: Air injection direction

F1 : 유수방향 H° : 수평분사각도F1: Flow direction H °: Horizontal spray angle

V° : 수직분사각도V °: Vertical Injection Angle

본 발명은 하천을 떠다니는 부유쓰레기를 포획하여 수거하는데 이용되는 압축공기를 이용한 하천부유물 제거장치에 관한 것으로, 더욱 상세하게는 상류측에서 수중보를 향해 떠내려오는 부유쓰레기를 압축공기를 이용해서 하천의 제방으로 유도한 다음 포획하여 수거하도록 한 압축공기를 이용한 하천부유물 제거장치에 관한 것이다.The present invention relates to an apparatus for removing river floatation using compressed air used to capture and collect floating garbage floating in a river. More specifically, the present invention relates to an apparatus for removing river floatation using compressed air. The present invention relates to a stream flocculation apparatus using compressed air that is guided to a dike and then captured and collected.

일반적으로 수중보(水中洑)는 하천의 수위를 높여 갈수기 때 수위를 일정 수위이상으로 유지하는데 이용되는 것으로, 이러한 종래 수중보는 하천바닥에 매립되는 기초판과, 이 기초판의 상면에 역(逆) "T"자 모양으로 형성되는 수직판으로 구성되어 하천의 수위를 일정한 높이로 조절하게 된다.In general, underwater beams are used to maintain the water level above a certain level when the water level of the river is increased, and such conventional underwater beams are inverted on the base plate embedded in the bottom of the river and the upper surface of the base plate. Consists of a vertical plate formed in a "T" shape to adjust the water level of the river to a certain height.

그러나, 종래 수중보는 하천에 떠다니는 부유쓰레기를 걸러내거나 제거할 수 있는 능력을 갖추고 있지 않았기 때문에 부유쓰레기가 수중보를 타고 넘어 하류로 흘러가면서 하천을 오염시키는 문제점이 있었다.However, since the conventional underwater beams did not have the ability to filter or remove the floating garbage floating in the rivers, there was a problem in that the floating garbage flows downstream through the underwater beams and pollutes the rivers.

본 발명은 상기와 같은 문제점을 해결하기 위하여 안출된 것으로, 그 목적은 하천을 떠다니는 부유쓰레기를 포획하여 수거할 수 있도록 함으로써 하천을 쓰레기 오염으로부터 해방시킬 수 있으며, 부유쓰레기의 수거를 용이하게 할 수 있는 압축공기를 이용한 하천부유물 제거장치를 제공함에 있다.The present invention has been made to solve the above problems, the object of which is to collect and collect the floating garbage floating on the river can free the stream from garbage pollution, and facilitate the collection of floating garbage The present invention provides a stream flotation device using compressed air.

이러한 본 발명의 목적을 달성하기 위하여 분사노즐을 설치하기 위한 역(逆) "V"자 모양의 서브파이프를 메인파이프의 양단으로부터 하천의 상류측을 향해 수면보다 높은 위치에 설치하고, 분사노즐을 설치하기 위한 복수의 세로파이프를 메인파이프와 서브파이프 사이에 일정한 간격으로 설치하며, 수중보의 좌우측에 위치한 제방에 상류측에서 수중보를 우회하여 하류측으로 직접 이어지는 측면배수로를 형성하여 압축공기를 이용한 하천부유물 제거장치가 제공된다.In order to achieve the object of the present invention, an inverted " V " shaped subpipe for installing the jet nozzle is provided at a position higher than the water surface from both ends of the main pipe toward the upstream side of the stream, and the jet nozzle A plurality of vertical pipes for installation are installed at regular intervals between the main pipe and the subpipes, and a side drainage path using direct compressed air is formed on the banks located on the left and right sides of the underwater beams by bypassing the underwater beams from the upstream side and directly leading to the downstream side. A removal device is provided.

이하 본 발명에 따른 실시예를 첨부도면을 참조하여 상세히 설명한다.Hereinafter, exemplary embodiments of the present invention will be described in detail with reference to the accompanying drawings.

첨부도면 도1 내지 도5에 도시된 바와 같이 하천(20)의 상류측을 향해 뻗은 역(逆) "J"자 모양의 포스트(30)를 수중보(24) 상단에 복수개 세우고, 에어탱크(40)와 접속된 메인파이프(32)를 포스트(30) 끝에 가로로 설치하며, 역(逆) "V"자 모양으로 절곡된 서브파이프(34)를 메인파이프(32)의 양단으로부터 하천(20)의 상류측을 향해 수면보다 높은 위치에 설치하고, 그 메인파이프(32)와 서브파이프(34) 사이에 복수의 세로파이프(36)를 일정한 간격으로 설치한다.
또한, 하천(20)의 수면(25)을 향해 압축공기(42)를 분사하여 부유쓰레기(44)를 제방(26)(28)을 향해 밀어내는 복수의 분사노즐(50)(52)을 좌우 대칭되는 형태로 서브파이프(34)와 세로파이프(36)에 설치하되 공기분사방향(A1)이 하천(20)의 유수방향(F1)에 대해 역방향을 이루면서 제방(26)(28)을 향하도록 소정의 수평분사각도(H°)를 갖도록 설치하고, 그 분사노즐(50)(52)의 공기분사방향(A1)이 수면(25)과 제방(26)(28)을 동시에 향하도록 소정의 수직분사각도(V°)를 갖도록 설치한다.
또, 메인파이프(32)와 에어탱크(40)의 중간에 유로를 개폐하기 위한 개폐밸브(60)를 설치하고, 수중보(24)의 좌우측에 위치한 제방(26)(28)에 상류측에서 수중보(24)를 우회하여 하류측으로 직접 이어지는 측면배수로(62)(64)를 형성하며, 그 측면배수로(62)(64) 중간에 부유쓰레기(44)는 포획하고 하천수만 통과시키는 부유물포획망(66)(68)을 설치한다.As shown in FIGS. 1 to 5, a plurality of post “J” shaped posts 30 extending on the upstream side of the river 20 are placed on the upper end of the underwater beam 24, and the air tank 40 is disposed. ) Is connected to the main pipe 32 horizontally at the end of the post 30, and the subpipe 34 bent in an inverted " V " shape from the opposite ends of the main pipe 32 to the river 20. It is provided at a position higher than the water surface toward the upstream side of the, and a plurality of vertical pipes 36 are provided at regular intervals between the main pipe 32 and the sub pipes 34.
Further, the compressed air 42 is sprayed toward the water surface 25 of the river 20 to squeeze the plurality of spray nozzles 50 and 52 to push the floating garbage 44 toward the banks 26 and 28. It is installed in the subpipe 34 and the vertical pipe 36 in a symmetrical form so that the air injection direction A1 faces the banks 26 and 28 while making a reverse direction with respect to the flow direction F1 of the stream 20. It is installed so as to have a predetermined horizontal spray angle (H °), and the air spraying direction (A1) of the spray nozzles (50) and (52) is predetermined vertically so that the water surface (25) and the bank (26) (28) are simultaneously directed. Install to have spray angle (V °).
In addition, an opening / closing valve 60 for opening and closing the flow path is provided between the main pipe 32 and the air tank 40, and the underwater beam from the upstream side to the banks 26 and 28 located on the left and right sides of the underwater beam 24. Bypass (24) to form side drainage passages (62) and (64) directly leading to the downstream side, the floating trap 44 catches the floating waste 44 in the middle of the side drainage passages (62) (64) and passes only the river water (66). 68).

여기서 메인파이프(32)와 서브파이프(34) 및 세로파이프(36)의 연결부위는 용접하고, 그 연결부위의 내측이 소통되도록 하여 내부가 모두 하나의 밀폐된 공간 으로 형성되도록 한다.Here, the connection parts of the main pipe 32 and the sub pipe 34 and the vertical pipe 36 are welded, and the inside of the connection part communicates with each other so that the inside is formed in one closed space.

또한, 메인파이프(32)에 수중보(24)의 벽면(24a)과 좌우측의 측면배수로(62)(64)를 향해 압축공기를 경사방향으로 분사하는 보조노즐(70)(72)을 설치하여 벽면(24a)에 걸린 부유쓰레기(44)를 측면배수로(62)(64)로 유도하도록 한다.In addition, the main pipe 32 is provided with auxiliary nozzles 70 and 72 for injecting compressed air in an oblique direction toward the wall surface 24a of the underwater beam 24 and the side drainage channels 62 and 64 on the left and right sides. The suspended garbage 44 caught in 24a is led to the side drainage channels 62 and 64.

그리고, 상기 포스트(30)의 하단에 브래킷(202)을 설치하고, 수중보(24)의 상단에 설치된 기초앵커에 너트(200)로 고정하며, 경량화를 위해 파이프를 절곡해서 형성한다.Then, the bracket 202 is installed at the lower end of the post 30, and fixed to the foundation anchor provided at the upper end of the underwater beam 24 with a nut 200, and bent to form a pipe for weight reduction.

상기 측면배수로(62)(64)는 만곡된 형태로 형성하여 하천수의 흐름을 원활하게 하며, 부유물포획망(66)(68)은 측면배수로(62)(64)를 가로지르도록 설치하고, 부유물포획망(66)(68)은 하단과 상단이 수중과 수면에 동시에 위치하도록 설치한다.The side drainage channels 62 and 64 are formed in a curved form to smooth the flow of the river water, and the float trap network 66 and 68 are installed to cross the side drainage channels 62 and 64 and float. The catching nets 66 and 68 are installed so that the bottom and the top are located at the same time underwater and the surface of the water.

도면 중 미설명 부호 100은 상기 에어탱크(40)로 압축공기를 공급하기 위한 에어콤푸레셔를 나타낸 것이다.In the drawing, reference numeral 100 denotes an air compressor for supplying compressed air to the air tank 40.

이하 본 발명에 따른 작용을 첨부도면에 의거하여 상세히 설명한다.Hereinafter, the operation according to the present invention will be described in detail with reference to the accompanying drawings.

첨부도면 도1 내지 도5에 도시된 바와 같이 우수기 때 하천(20) 수위가 범람하면서 하천(20)의 상류측에 방치되어 있던 쓰레기가 하천(20)으로 유입되면, 부유쓰레기(44)에 의해 하천(20)이 오염된다.As shown in FIGS. 1 to 5, when the water level of the river 20 overflows during the rain season and the waste left in the upstream side of the river 20 flows into the river 20, the garbage 20 The river 20 is contaminated by this.

이때 부유쓰레기(44)를 수거하기 위해 개폐밸브(60)를 개방하게 되면, 에어탱크(40)로부터 메인파이프(32)로 압축공기가 공급되며, 메인파이프(32)로 공급된 압축공기(42)는 서브파이프(34)와 세로파이프(36)를 거쳐 분사노즐(50)(52)을 통해 하천(20)의 수면(25) 위로 분사된다.At this time, when the on-off valve 60 is opened to collect the floating garbage 44, compressed air is supplied from the air tank 40 to the main pipe 32, and the compressed air 42 supplied to the main pipe 32. ) Is injected onto the water surface 25 of the stream 20 through the injection nozzles 50 and 52 via the subpipe 34 and the longitudinal pipe 36.

이 과정에서 하천(20)을 떠다니던 부유쓰레기(44)가 압축공기(42)에 의해 공기압력을 받게 되면, 좌우측의 제방(26)(28)으로 모인 다음 제방(26)(28)을 타고 이동한 후 수중보(24)의 좌우측에 시설된 측면배수로(62)(64)로 진입된다.In this process, when the floating garbage 44 floating in the river 20 is subjected to the air pressure by the compressed air 42, the left and right banks 26 and 28 are gathered and then ride along the banks 26 and 28. After moving, the side drainage channels 62 and 64 installed on the left and right sides of the underwater beam 24 are entered.

이때 하천수가 측면배수로(62)(64)를 통해 하류측으로 직접 배출되기 때문에 유수에 의해 부유쓰레기(44)가 측면배수로(62)(64)로 빨려 들어가게 되는 동시에 측면배수로(62)(64) 중간에 설치된 부유물포획망(66)(68)에 의해 걸려서 포획되고, 하천수는 하류측으로 배수된다.At this time, since the stream water is discharged directly to the downstream side through the side drainage passages 62 and 64, the floating garbage 44 is sucked into the side drainage passages 62 and 64 by the flowing water, and at the same time, the middle of the side drainage passages 62 and 64. It is caught and caught by the float trap 66, 68 installed in the river, and the river water is drained to the downstream side.

즉, 부유물포획망(66)(68)이 그물망구조로 되어 있기 때문에 부유쓰레기(44)만 남기고 하천수는 모두 배출되며, 서브파이프(34)와 세로파이프(36)에 설치된 분사노즐(50)(52)의 공기분사방향(A1)이 하천(20)의 유수방향(F1)에 대해 역방향을 이루면서 제방(26)(28)을 향하도록 소정의 수평분사각도(H°)를 갖도록 되어 있고, 수면(25)과 제방(26)(28)을 동시에 향하도록 수면(25)을 향해 소정의 수직분사각도(V°)를 갖도록 설치되어 있기 때문에 부유쓰레기(44)는 하천수에 의해 흘러가면서 제방(26)(28)을 향해 사선방향으로 이동하여 결국 수중보(24)의 좌우측에 설치된 측면배수로(62)(64)로 모여 부유물포획망(66)(68)에 의해 포획된다.That is, since the floating trap 66 (68) has a mesh structure, all the stream water is discharged except for the floating garbage 44, and the injection nozzle 50 installed in the subpipe 34 and the vertical pipe 36 ( 52 has a predetermined horizontal spray angle (H °) such that the air spraying direction A1 in the 52 direction toward the banks 26 and 28 while making a reverse direction with respect to the flow direction F1 of the stream 20. Since it is installed to have a predetermined vertical spray angle (V °) toward the water surface 25 so as to face both the 25 and the embankments 26 and 28 at the same time, the suspended garbage 44 flows by the river water and the embankment 26 (28) moves diagonally and eventually gathers into side drainage channels (62) (64) installed on the left and right sides of the underwater beam (24) and is captured by the float trap (66) (68).

한편, 메인파이프(32)에 설치된 보조노즐(70)(72)에서도 압축공기(42)가 분사되는데, 이 보조노즐(70)(72)은 수중보(24)의 벽면(24a)과 좌우측의 측면배수로(62)(64)를 향해 압축공기를 분사하도록 설치되어 있기 때문에 수중보(24)의 벽면(24a)에 걸린 부유쓰레기(44)가 압축공기(42)에 의해 수중보(24)의 벽면을 타고 이 동하여 수중보(24) 좌우측에 위치한 측면배수로(62)(64)로 모인 다음 부유물포획망(66)(68)에 의해 포획된다.On the other hand, the compressed air 42 is also injected from the auxiliary nozzles 70 and 72 installed in the main pipe 32. The auxiliary nozzles 70 and 72 are formed on the wall surface 24a and the left and right sides of the underwater beam 24. Since it is installed to blow compressed air toward the drainage passages 62 and 64, the floating garbage 44 caught on the wall surface 24a of the underwater beam 24 rides on the wall surface of the underwater beam 24 by the compressed air 42. They are collected and gathered into the side drainage channels 62 and 64 located on the left and right of the underwater beam 24, and then captured by the float trap 66 and 68.

이후 부유물포획망(66)(68)에 모인 부유쓰레기(44)를 수거하기 위해 제방(26)(28) 옆에 차량을 정차시킨 상태에서 수중 견인장비를 이용해서 부유쓰레기(44)를 집어내면 부유쓰레기(44) 수거작업을 간편하게 할 수 있다.Then, to collect the floating garbage 44 collected in the floating traps 66 and 68, the floating garbage 44 is picked up by using the underwater traction equipment while the vehicle is stopped by the banks 26 and 28. Floating waste 44 can be easily collected.

이상에서 설명한 바와 같은 본 발명은 하천을 떠다니는 부유쓰레기를 압축공기에 의해 수중보 좌우측의 제방으로 유도한 다음 측면배수로에 설치된 부유물포획망에 의해 포획하도록 구성되어 있기 때문에 하천을 깨끗하게 정화할 수 있는 효과가 있으며, 더욱이 수중보의 좌우측에 위치한 측면배수로에 의해 부유쓰레기의 수거가 간편하게 되어 있으므로 부유쓰레기의 처리 및 운반이 용이하기 때문에 쓰레기 처리작업이 편리하게 되는 효과가 있고, 메인파이프에 설치된 보조노즐에 의해 수중보의 벽면에 밀착한 부유쓰레기도 제거가 가능하게 되어 하천을 더욱 깨끗하게 정화시킬 수 있는 효과가 있다.
더 나아가서 본 발명은 역(逆) "V"자 모양의 서브파이프가 하천의 상류측을 향해 뻗어 있기 때문에 부유쓰레기가 수중보에 이르기 전에 미리 하천 제방으로 유도할 수 있는 효과가 있다.The present invention as described above is configured to guide the floating garbage floating in the river to the embankment on the left and right sides of the underwater beams by compressed air and then to be captured by the floating trap network installed in the side drainage, so that the stream can be purified cleanly. In addition, the side trash cans located on the left and right sides of the underwater beams make it easier to collect the floating garbage, which makes it easier to handle and transport the floating garbage. Floating garbage adhering to the wall of the underwater beams can also be removed, so that the stream can be cleaned more cleanly.
Furthermore, the present invention has an effect that the floating garbage can be led to the river bank before the floating garbage reaches the underwater beam because the inverted "V" shaped subpipe extends upstream of the river.

Claims (2)

하천(20)의 상류측을 향해 뻗은 역(逆) "J"자 모양의 포스트(30)를 수중보(24) 상단에 복수개 세우고, 에어탱크(40)와 접속된 메인파이프(32)를 포스트(30) 상단에 가로로 설치하며, 하천(20)의 수면(25)을 향해 압축공기(42)를 분사하여 부유쓰레기(44)를 제방(26)(28)을 향해 밀어내는 복수의 분사노즐(50)(52)이 좌우 대칭되는 형태로 구비되고, 분사노즐(50)(52)의 공기분사방향(A1)이 하천(20)의 유수방향(F1)에 대해 역방향을 이루면서 제방(26)(28)을 향하도록 소정의 수평분사각도(H°)를 갖는 동시에 분사노즐(50)(52)의 공기분사방향(A1)이 수면(25)과 제방(26)(28)을 향하도록 소정의 수직분사각도(V°)를 갖고, 메인파이프(32)와 에어탱크(58)의 중간에 유로를 개폐하기 위한 개폐밸브(60)가 설치되며, 부유쓰레기(44)는 포획하고 하천수만 통과시키는 부유물포획망(66)(68)이 구비된 압축공기를 이용한 하천부유물 제거장치에 있어서,A plurality of inverted " J " shaped posts 30 extending toward the upstream side of the river 20 are erected at the upper end of the underwater beam 24, and the main pipe 32 connected to the air tank 40 is placed in a post ( 30) A plurality of injection nozzles installed horizontally on the upper end and forcing compressed air 42 toward the water surface 25 of the river 20 to push the floating garbage 44 toward the banks 26 and 28 ( 50, 52 are provided in the form of symmetrical, the air injection direction (A1) of the injection nozzles (50) (52) in the reverse direction with respect to the flow direction (F1) of the river (20) bank (26) ( It has a predetermined horizontal spray angle (H °) to face 28, and at the same time the air spraying direction (A1) of the spray nozzles (50) (52) to the water surface 25 and the embankment (26) (28) It has a vertical spray angle (V °), and the on-off valve 60 for opening and closing the flow path is installed in the middle of the main pipe 32 and the air tank 58, the floating garbage 44 to capture and pass only the river water With float traps 66, 68 In the river floating material removal device using compressed air, 상기 분사노즐(50)(52)을 설치하기 위한 역(逆) "V"자 모양의 서브파이프(34)를 메인파이프(32)의 양단으로부터 하천(20)의 상류측을 향해 수면보다 높은 위치에 설치하고, 분사노즐(50)(52)을 설치하기 위한 복수의 세로파이프(36)를 메인파이프(32)와 서브파이프(34) 사이에 일정한 간격으로 설치하며, 수중보(24)의 좌우측에 위치한 제방(26)(28)에 상류측에서 수중보(24)를 우회하여 하류측으로 직접 이어지는 측면배수로(62)(64)를 형성하여 구성한 것을 특징으로 하는 압축공기를 이용한 하천부유물 제거장치.The position of the inverted " V " -shaped subpipe 34 for installing the jet nozzles 50, 52 is higher than the water surface from both ends of the main pipe 32 toward the upstream side of the stream 20. And a plurality of vertical pipes 36 for installing the injection nozzles 50, 52 at regular intervals between the main pipe 32 and the subpipes 34, and on the left and right sides of the underwater beam 24. Apparatus for removing river effluent using compressed air, characterized in that the side drain (62) (64) formed by bypassing the submersible beam (24) from the upstream side in the embankment (26) (28) located. 삭제delete
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KR101149863B1 (en) 2011-12-28 2012-05-25 (주)한가람 River arranging structure for ecological river
KR101149849B1 (en) 2011-12-28 2012-05-25 (주)한가람 River arranging structure for ecological river
CN104192276A (en) * 2014-09-12 2014-12-10 贾永明 Waste cleaning boat
CN111305143A (en) * 2020-03-06 2020-06-19 华北水利水电大学 High-performance farmland irrigation renovation device and use method thereof

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Publication number Priority date Publication date Assignee Title
KR101149863B1 (en) 2011-12-28 2012-05-25 (주)한가람 River arranging structure for ecological river
KR101149849B1 (en) 2011-12-28 2012-05-25 (주)한가람 River arranging structure for ecological river
CN104192276A (en) * 2014-09-12 2014-12-10 贾永明 Waste cleaning boat
CN111305143A (en) * 2020-03-06 2020-06-19 华北水利水电大学 High-performance farmland irrigation renovation device and use method thereof
CN111305143B (en) * 2020-03-06 2021-05-18 华北水利水电大学 Farmland water conservancy irrigation renovation device and use method thereof

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