KR20050013884A - A dam easy to discharge deposit - Google Patents

A dam easy to discharge deposit

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Publication number
KR20050013884A
KR20050013884A KR1020030052471A KR20030052471A KR20050013884A KR 20050013884 A KR20050013884 A KR 20050013884A KR 1020030052471 A KR1020030052471 A KR 1020030052471A KR 20030052471 A KR20030052471 A KR 20030052471A KR 20050013884 A KR20050013884 A KR 20050013884A
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KR
South Korea
Prior art keywords
water
opening
underwater beam
underwater
sluice
Prior art date
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KR1020030052471A
Other languages
Korean (ko)
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KR100582160B1 (en
Inventor
정태헌
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정태헌
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Priority to KR1020030052471A priority Critical patent/KR100582160B1/en
Publication of KR20050013884A publication Critical patent/KR20050013884A/en
Application granted granted Critical
Publication of KR100582160B1 publication Critical patent/KR100582160B1/en

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B8/00—Details of barrages or weirs ; Energy dissipating devices carried by lock or dry-dock gates
    • E02B8/04—Valves, slides, or the like; Arrangements therefor; Submerged sluice gates
    • E02B8/045—Valves, slides, or the like; Arrangements therefor; Submerged sluice gates automatically movable
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B8/00—Details of barrages or weirs ; Energy dissipating devices carried by lock or dry-dock gates
    • E02B8/02—Sediment base gates; Sand sluices; Structures for retaining arresting waterborne material
    • E02B8/023—Arresting devices for waterborne materials

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  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Barrages (AREA)

Abstract

PURPOSE: An underwater beam for easily discharging deposits is provided to improve the convenience by automatically opening and closing the water gate of the underwater beam according to the water level, and to prevent water pollution by discharging the deposit from the lower part of the underwater beam. CONSTITUTION: An underwater beam(100) for regulating the water level by a water gate is composed of a deposit discharge passage(20) formed in the lower part of the underwater beam to discharge deposit from the lower part of a river, a deposit opening member turned around a hinge in the deposit discharge passage for opening and closing the deposit discharge passage, a floating member formed in the underwater beam and lifted up and down according to buoyancy based on the water level, and a wire connected to turn the deposit opening member around the hinge in moving up and down the floating member.

Description

퇴적물 배출이 용이한 수중보{A DAM EASY TO DISCHARGE DEPOSIT}Underwater beams with easy sediment discharge {A DAM EASY TO DISCHARGE DEPOSIT}

본 발명은 수중보에 관한 것으로서, 더욱 상세하게는 하천에 흐르는 물의 수위에 따라 수중보의 수문이 자동으로 개폐되며 물에 의해 실려와 수중보의 하부측면에 퇴적되는 퇴적물을 용이하게 배출할 수 있는 기능을 포함한 수중보에 관한 것이다.The present invention relates to an underwater beam, and more particularly, the water gate of the underwater beam is automatically opened and closed according to the water level flowing in the river, and includes a function that can be easily discharged by the water and sediment deposited on the lower side of the underwater beam. It is about underwater report.

일반적으로 농촌의 농업용수나 공장지대의 공업용수 등은 대개 근처의 하천에 제방을 쌓고 수중보를 설치하여 확보하거나, 산간지대에 소규모댐 또는 저수지를 축조하여 확보하였다,In general, agricultural water in rural areas or industrial water in factory areas are usually secured by building dikes in nearby rivers and installing submerged walkways, or by building small dams or reservoirs in mountainous areas.

이들 수중보나 소규모댐, 저수지 등은 일정수위 이상이 되면 수동이나 반자동 직립식의 수문을 개폐 시켜 저수량을 조절한다.These underwater beams, small dams, reservoirs, etc., when the water level is above a certain level, and controls the amount of water by opening and closing the manual or semi-automatic upright gates.

즉, 하천을 가로 지르는 다수개의 언체를 일정간격으로 설치한 다음, 저장되는 물의 수위를 조절하기 위하여 각각의 언체사이에 승하강되는 전도식 수문을 설치하여 사용하였다.That is, after installing a plurality of bodies across the river at regular intervals, in order to control the water level of the water to be stored was installed by using a conductive water gate that rises and falls between each body.

그러나, 이러한 전도식 수문을 사용하는 경우에는 수문을 승하강시키는 권양기를 수문의 상부에 설치하여 유압실린더 등으로 작동하여야 하므로 조작이 곤란한 한편, 수문 자체가 외부에 노출되어 부식 등으로 사용기간이 제한되었다.However, in the case of using such a conductive water gate, a lifting device that raises and lowers the water gate should be installed at the top of the water gate to operate with a hydraulic cylinder, which makes operation difficult, while the water gate itself is exposed to the outside, which limits its use period due to corrosion. It became.

또한, 수중보가 설치된 하천의 저부바닥에 물과 함께 실려온 퇴적물등이 쌓여 퇴적물을 제거해야 하는 별도의 작업이 필요로 하여 관리하는데 어려움이 있었다.In addition, there was a difficulty in managing the sediment, which was carried with water, on the bottom of the river where the underwater beam was installed.

본 발명은 상기의 제반 문제점을 해결하기 위해 안출된 것으로서, 본 발명의 목적은 하천에 흐르는 물의 수위에 의해 수중보의 수문이 자동으로 개폐되어 사용상의 편의성을 제공하며, 수중보의 저면에 퇴적되는 퇴적물을 효과적으로 배출하여 수질오염방지와 준설의 필요성을 없애고 어로를 항상 형성할 수 있는 관리가 용이한 수중보를 제공함에 있다.The present invention has been made to solve the above problems, an object of the present invention is to automatically open and close the hydrologic gate of the submarine by the water level flowing in the river provides convenience for use, sediment deposited on the bottom of the submarine It is to provide an easy-to-manage underwater beam that effectively discharges water, eliminating the need for water pollution and dredging, and can always form fishing.

상기의 목적을 달성하기 위한 본 발명의 구성은 물의 수위을 조절하도록 수문이 구비된 수중보에 있어서, 상기 수중보(100)의 저면에 구비되어 하천의 저면에 퇴적한 퇴적물을 배출하는 퇴적물 배출로(20)와, 상기 퇴적물 배출로(20)의 내부에서 힌지회동하며 상기 퇴적물 배출로(20)를 개폐하는 퇴적로 개폐부재(30)와, 상기 수중보(100)내에 형성된 소정 공간상에 구비되어 수위에 따라 부력에 의해 승하강되는 부력부재(40)와, 상기 부력부재(40)의 승하강운동에 의해 상기 퇴적로 개폐부재(30)가 힌지회동되도록 상호연결한 와이어(50)를 포함하는 것을 특징으로 한다.The configuration of the present invention for achieving the above object is a sediment discharge passage 20 for discharging the sediment deposited on the bottom surface of the river is provided on the bottom surface of the underwater beam 100 in the submersible provided with a sluice to control the water level And a hinge opening and closing member 30 for hinge opening in the deposit discharge passage 20 and opening and closing the deposit discharge passage 20 and a predetermined space formed in the underwater beam 100 according to the water level. It is characterized in that it comprises a buoyancy member 40, which is raised and lowered by buoyancy, and a wire 50 interconnected so that the opening and closing member 30 is hingedly rotated by the lifting and lowering motion of the buoyancy member 40. do.

상기 수문은 수중보(100)의 일측을 소정 너비만큼 개구한 개구부(12)를 형성하고 상기 수중보(100)의 저면 양측면에 힌지결합되어 회동하며, 하단은 상기 퇴적물 배출로(20)를 개폐하고, 상단은 수중보(100)의 개구부(12)를 차폐하도록 하되, 수위에 따라 부력에 의해 자동회동되도록 상기 상단은 부력부재(40)로 이루어지고, 상기 개구부(12)의 내측면에는 상기 수문(10)의 회동시 접촉되어 회동을 제어하는 지지대(13)를 포함하는 것을 특징으로 한다.The water gate forms an opening 12 that opens one side of the underwater beam 100 by a predetermined width and is hinged to both sides of the bottom surface of the underwater beam 100 to rotate, and a lower end opens and closes the deposit discharge passage 20, The upper end is to shield the opening 12 of the underwater beam 100, the upper end is made of a buoyancy member 40 so as to be automatically rotated by buoyancy according to the water level, the inner surface of the opening 12 is the water gate 10 It is characterized in that it comprises a support (13) for contacting during rotation to control the rotation.

상기 수문(10)의 상단 내부에 소정 공간을 형성하여 상부는 개구되고, 일측면에는 다수의 물유입홀(15)이 형성되어, 상기 물유입홀(15)을 통해 물이 유입되어부력에 의해 상기 공간상에서 슬라이딩되어 수문(10)의 상단길이를 조절하는 제2수문부재(14)와, 상기 제2수문부재(14)의 양측면에 구비되어 슬라이딩 동작이 원활히 이루어지도록 하는 안내로울러(16)와, 상기 안내로울러(16)가 접촉되어 상기 제2수문부재(14)의 이탈을 방지하도록 상기 수문(10)의 내부측면에 돌출형성된 걸림턱(17)를 더 포함하는 것을 특징으로 한다.A predetermined space is formed inside the upper end of the sluice 10, and an upper portion thereof is opened, and a plurality of water inflow holes 15 are formed at one side thereof, and water is introduced through the water inflow hole 15, thereby causing buoyancy. Second guide member 14 sliding in the space to adjust the top length of the sluice 10, guide rollers 16 provided on both sides of the second sluice member 14 to facilitate the sliding operation and In addition, the guide roller 16 is in contact with, characterized in that it further comprises a locking projection 17 protruding on the inner side surface of the sluice 10 to prevent separation of the second sluice member (14).

도 1은 본 발명에 따른 수중보를 나타낸 사시도,1 is a perspective view showing an underwater beam according to the present invention,

도 2는 본 발명에 따른 수중보를 나타낸 정면도,2 is a front view showing an underwater beam according to the present invention,

도 3은 도 2의 AA선에 따른 단면도,3 is a cross-sectional view taken along line AA of FIG. 2;

도 4는 도 2의 BB선에 따른 단면도,4 is a cross-sectional view taken along the line BB of FIG.

도 5는 본 발명에 따른 수문의 구조를 나타낸 단면도.5 is a cross-sectional view showing the structure of a sluice gate according to the present invention.

< 도면의 주요 부분에 대한 부호의 설명 ><Description of Symbols for Main Parts of Drawings>

10 : 수문 11 : 덮개10: sluice 11: cover

12 : 개구부 13 : 지지대12: opening 13: support

14 : 제2수문부재 15 : 물유입홀14: second sluice member 15: water inlet hole

16 : 안내로울러 17 : 걸림턱16: guide roller 17: jam jaw

18 : 패킹부재 19 : 부유물질 배출구18: packing member 19: suspended solids outlet

20 : 퇴적물 배출로 30 : 퇴적로 개폐부재20: sediment discharge path 30: sediment furnace opening and closing member

40 : 부력부재 50 : 와이어40: buoyancy member 50: wire

100 : 수중보100: underwater beam

이하 첨부된 도면을 참조하여 본 발명의 수중보에 대해 상세히 설명한다.Hereinafter, the underwater beam of the present invention will be described in detail with reference to the accompanying drawings.

도 1은 본 발명에 따른 수중보를 나타낸 사시도이고, 도 2는 본 발명에 따른 수중보를 나타낸 정면도이며, 도 3은 도 2의 AA선에 따른 단면도이고, 도 4는 도 2의 BB선에 따른 단면도이며, 도 5는 본 발명에 따른 수문의 구조를 나타낸 단면도이다.1 is a perspective view showing the underwater beam according to the invention, Figure 2 is a front view showing the underwater beam according to the invention, Figure 3 is a cross-sectional view taken along the line AA of Figure 2, Figure 4 is a cross-sectional view taken along the line BB of Figure 2 5 is a cross-sectional view showing the structure of a sluice gate according to the present invention.

상기 도면에 도시된 바와 같이 본 발명은 하천에 구비되어 물의 수위를 조절하는 수문(10)을 구비한 수중보(100)의 저면에 퇴적한 퇴적물을 배출하는 퇴적물 배출로(20)를 다수 형성한다.As shown in the drawings, the present invention forms a plurality of sediment discharge passages 20 for discharging the sediment deposited on the bottom surface of the underwater beam 100 provided with the water gate 10 to adjust the water level of the river.

상기 퇴적물 배출로(20)를 개폐하는 퇴적로 개폐부재(30)를 퇴적물 배출로(20)의 일측에 힌지결합되어 회동되도록 한다.The deposit opening and closing member 30 for opening and closing the deposit discharge passage 20 is hinged to one side of the deposit discharge passage 20 to be rotated.

한편, 상기 수중보(100)의 내부에는 상하부가 개구되도록 소정 공간을 형성하고, 그 내부에 부력에 의해 승하강되는 부력부재(40)를 구비한다.On the other hand, the inside of the underwater beam 100 is provided with a buoyancy member 40 that forms a predetermined space so that the upper and lower portions are opened, and is raised and lowered by buoyancy therein.

또한, 상기 부력부재(40)와 상기 퇴적로 개폐부재(30)를 와이어(50)로 연결하여 상기 부력부재(40)의 승하강시 상기 퇴적로 개폐부재(30)가 힌지회동되도록한다.In addition, the buoyancy member 40 and the deposition path opening and closing member 30 is connected by a wire 50 so that the deposition path opening and closing member 30 when the lifting and lowering of the buoyancy member 40 is hinged.

상기 수중보(100)의 상부에는 덮개(11)를 구비하여 수중보(100)의 내부 공간에 물위에 떠있는 부유물질(나뭇가지, 쓰레기등)을 인위적으로 제거할 수 있도록 함과 아울러, 상기 수중보(100)의 후면 상부를 절단하여 상기 수중보(100) 내부에 물 및 부유물질이 상승되어 배출되는 부유물질 배출구(19)를 형성할 수도 있다.A cover 11 is provided on the upper portion of the underwater beam 100 to artificially remove floating materials (twigs, garbage, etc.) floating on the water in the interior space of the underwater beam 100, and the underwater beam ( The upper portion of the rear surface of the cutting 100 may form a floating material outlet 19 through which water and floating materials are raised and discharged inside the underwater beam 100.

한편, 수중보(100)의 수문(10)은 수중보(100)를 소정 너비로 절단하여 개구부(12)를 형성하고, 상기 수중보(100)의 개구부(12) 내측면에 힌지결합되어 상기 수중보(100)의 개구부(12)를 개폐하도록 한다.Meanwhile, the water gate 10 of the underwater beam 100 cuts the underwater beam 100 to a predetermined width to form an opening 12, and is hinged to the inner surface of the opening 12 of the underwater beam 100 to be the underwater beam 100. Opening and closing the opening 12 of the).

또한, 상기 개구부(12)의 내측면에는 수직방향으로 구비된 지지대(13)를 구비하여 상기 회동되는 수문(10)을 지지할 수 있도록 하며, 상기 지지대(13)와 수문(10)이 접촉되는 부위에는 패킹부재를 구비하여 담수시 물이 새어나가지 않도록 한다.In addition, the inner surface of the opening 12 is provided with a support 13 provided in the vertical direction to support the rotatable water gate 10, the support 13 and the water gate 10 is in contact with The part is provided with a packing member so that water does not leak during fresh water.

한편, 상기 수문(10)의 상단은 부력부재로 구성하고 또한, 그 내부에는 수문(10)의 길이를 조절하는 제2수문부재(14)를 더 구비하는데, 이는 상기 수문(10)의 상단 내부에 소정 공간을 형성하고 그 공간내에 제2수문부재(14)가 슬라이딩되도록 한다.On the other hand, the upper end of the sluice 10 is composed of a buoyancy member, and further includes a second sluice member 14 for adjusting the length of the sluice 10, which is inside the upper end of the sluice 10 A predetermined space is formed in the second slide member 14 so as to slide in the space.

상기 제2수문부재(14)는 부력에 의해 승하강되도록 부력부재를 사용하며, 상기 수문(10)의 전면에는 다수의 물유입홀(15)을 형성하여 물이 상기 수문(10)내의 공간으로 유입 또는 배출되도록 한다.The second sluice member 14 uses a buoyancy member to move up and down by buoyancy, and a plurality of water inlet holes 15 are formed on the front surface of the sluice 10 so that water flows into the space in the sluice 10. Allow inlet or outlet.

또한, 상기 제2수문부재(14)의 승하강유동이 원활히 이루어지도록 양측에 안내로울러(16)를 구비하며, 상기 수문(10)의 내부측면 상부에는 상기 안내로울러(16)가 걸리는 걸림턱(17)을 구비하여 상기 제2수문부재(14)가 상기 수문으로부터 이탈되지 않고 고정되도록 한다.In addition, the guide rollers 16 are provided at both sides of the second gate member 14 so that the lifting and lowering flow of the second gate member 14 can be made smoothly, and the guide jaw 16 is caught at the upper side of the inner side of the gate 10. 17) so that the second sluice member 14 is fixed without being separated from the sluice.

한편, 상기의 부력부재는 외측면은 합성수지재로 감싸고, 내부에는 스티로폼등을 충진하여 이루어진다.On the other hand, the buoyancy member is made of the outer surface is wrapped with a synthetic resin, the inside filled with styrofoam.

상기와 같이 구성된 본 발명은 하천에 흐르는 물의 수위가 높아지게 되면 수문은 상단의 부력부재에 의해 물의 수위에 따라 상향회동하게 되며, 수중보의 개구부를 차폐하게 된다.In the present invention configured as described above, when the water level of the water flowing in the river is increased, the water gate is rotated upward according to the water level by the buoyancy member on the top, and shields the opening of the underwater beam.

또한, 수위에 따라 수문의 내부에 구비된 제2수문부재가 물유입홀을 통해 유입된 물에 의해 승하강되어 수문의 길이가 조절될 수 있다.In addition, according to the water level, the second sluice member provided inside the sluice is lifted up and down by the water introduced through the water inlet hole, so that the length of the sluice can be adjusted.

한편, 상기 수문이 상향회동하여 수중보의 개구부 내측면에 형성된 지지대와 접촉되어 수문이 더이상 회동되지 못하고 수중보의 개구부를 차폐하게 되며, 상기 수문이 회동되면 상기 수중보의 저면에 형성된 퇴적물 배출로는 차폐된다.On the other hand, the water gate is rotated upward to contact the support formed on the inner surface of the opening of the underwater beam, the water gate is no longer rotated and shields the opening of the underwater beam, the sediment discharge path formed on the bottom surface of the underwater beam is shielded when the water gate is rotated .

한편, 상기 수중보의 내부에 구비된 부력부재는 물의 수위가 높아짐에 따라 부력부재는 상기 수중보의 내부에서 승강되고, 이때 부력부재에 와이어로 연결된 퇴적로 개폐부재는 상향회동하며 퇴적물 배출로를 개구하여 하천의 저면에 퇴적된 퇴적물이 배출되도록 한다.On the other hand, the buoyancy member provided in the underwater beam is raised as the water level of the buoyancy member is raised in the inside of the underwater beam, at this time, the sediment opening and closing member connected to the buoyancy member by wire is rotated upwards to open the discharge discharge path Allow sediment deposited at the bottom of the stream to be discharged.

또한, 물위에 떠다니는 부유물질들이 수중보의 내부에 칩입하게 되면, 이는 수중보의 상면 덮개를 열고 제거할 수 있으며, 수위의 상승으로 인해 수중보 내부의 물 및 부유물질 또한 상승되어 수중부 후면 부유물질 배출구를 통해 넘쳐 흐르면서 배출되게 된다.In addition, when the floating material floating on the water enters the inside of the underwater beam, it can be removed by opening the top cover of the underwater beam, and the water and floating material inside the underwater beam also rises due to the rise of the water level, so that the floating material outlet at the rear of the underwater part Overflowing through the discharge.

한편, 수위가 낮아지게 될 경우, 수중보내의 부력부재는 하강하게 되며 부력부재의 하강으로 퇴적로 개폐부재는 하향회동을 하며 퇴적물 배출로를 차폐하게 된다.On the other hand, when the water level is lowered, the buoyancy member in the underwater beam is lowered and the opening and closing member rotates downward and shields the sediment discharge path by the lowering of the buoyancy member.

이와는 달리, 수문은 수위가 낮아짐에 따라 하향회동하게 되며 수중보의 개구부는 개구되고 저면의 퇴적물 배출로 또한 개구하게 되어 하천의 저면에 퇴적된 퇴적물이 배출되도록 한다.On the contrary, the hydrologic gate is rotated downward as the water level is lowered, and the opening of the subwater beam is opened and is also opened by the discharge of the sediment at the bottom so that the sediment deposited at the bottom of the river is discharged.

따라서, 물의 수위에 따라 수문 및 퇴적로 개폐부재의 동작이 역방향으로 이루어져 물의 수위에 관계없이 퇴적물 배출로를 개방함으로써, 퇴적물 배출이 항상 이루어짐과 아울러 어로를 형성할 수가 있게 된다.Therefore, the water gate and the sediment opening and closing member are operated in the reverse direction according to the water level, thereby opening the sediment discharge path regardless of the water level, so that sediment discharge is always performed and the fish can be formed.

상술한 바와 같이 본 발명은 물의 수위에 따라 상기 부력부재에 의해 수문이 회동되어 소정 물을 저수함과 아울러, 자동으로 수위를 조절할 수가 있어 수자원 관리의 효율성을 극대화할 수 있으며, 수중보의 저면에 퇴적된 퇴적물을 효과적으로 배출시킴으로써, 별도의 퇴적물 제거작업과 준설의 필요성을 없애 관리 및 유지가 간편한 효과가 있다.As described above, according to the present invention, the water gate is rotated by the buoyancy member according to the water level, thereby saving water and automatically adjusting the water level, thereby maximizing the efficiency of water resource management and depositing on the bottom of the underwater beam. By effectively discharging the sediment, it is easy to manage and maintain, eliminating the need for separate sediment removal work and dredging.

Claims (3)

물의 수위을 조절하도록 수문이 구비된 수중보에 있어서,In an underwater beam with a hydro gate to control the water level, 상기 수중보(100)의 저면에 구비되어 하천의 저면에 퇴적한 퇴적물을 배출하는 퇴적물 배출로(20)와,A sediment discharge path 20 provided on the bottom of the underwater beam 100 to discharge the sediment deposited on the bottom of the river; 상기 퇴적물 배출로(20)의 내부에서 힌지회동하며 상기 퇴적물 배출로(20)를 개폐하는 퇴적로 개폐부재(30)와,A hinge opening and closing member 30 which hinges inside the deposit discharge path 20 and opens and closes the deposit discharge path 20; 상기 수중보(100)내에 형성된 소정 공간상에 구비되어 수위에 따라 부력에 의해 승하강되는 부력부재(40)와,A buoyancy member 40 provided on a predetermined space formed in the underwater beam 100 and lowered by a buoyancy according to the water level; 상기 부력부재(40)의 승하강운동에 의해 상기 퇴적로 개폐부재(30)가 힌지회동되도록 상호연결한 와이어(50)를 포함하는 것을 특징으로 하는 수중보.Underwater beams characterized in that it comprises a wire (50) interconnected so that the opening and closing member (30) hingedly rotated by the lifting and lowering motion of the buoyancy member (40). 제 1항에 있어서, 상기 수문은,The method of claim 1, wherein the sluice is 수중보(100)의 일측을 소정 너비만큼 개구한 개구부(12)를 형성하고 상기 수중보(100)의 저면 양측면에 힌지결합되어 회동하며, 하단은 상기 퇴적물 배출로(20)를 개폐하고, 상단은 수중보(100)의 개구부(12)를 차폐하도록 하되, 수위에 따라 부력에 의해 자동회동되도록 상기 상단은 부력부재(40)로 이루어지고, 상기 개구부(12)의 내측면에는 상기 수문(10)의 회동시 접촉되어 회동을 제어하는 지지대(13)를 포함하는 것을 특징으로 하는 수중보.The opening 12 is formed by opening one side of the underwater beam 100 by a predetermined width and is hinged to both sides of the bottom surface of the underwater beam 100 to rotate. The lower end opens and closes the deposit discharge passage 20, and the upper end is underwater. To shield the opening 12 of the 100, the upper end is made of a buoyancy member 40 so as to be automatically rotated by buoyancy according to the water level, the inner surface of the opening 12 to rotate the water gate 10 Underwater beams, characterized in that it comprises a support (13) in contact with the time to control the rotation. 제 1항 또는 제 2항에 있어서,The method according to claim 1 or 2, 상기 수문(10)의 상단 내부에 소정 공간을 형성하여 상부는 개구되고, 일측면에는 다수의 물유입홀(15)이 형성되어, 상기 물유입홀(15)을 통해 물이 유입되어 부력에 의해 상기 공간상에서 슬라이딩되어 수문(10)의 상단길이를 조절하는 제2수문부재(14)와, 상기 제2수문부재(14)의 양측면에 구비되어 슬라이딩 동작이 원활히 이루어지도록 하는 안내로울러(16)와, 상기 안내로울러(16)가 접촉되어 상기 제2수문부재(14)의 이탈을 방지하도록 상기 수문(10)의 내부측면에 돌출형성된 걸림턱(17)를 더 포함하는 것을 특징으로 하는 수중보.A predetermined space is formed inside the upper end of the sluice 10 so that the upper part is opened, and a plurality of water inflow holes 15 are formed at one side thereof, and water is introduced through the water inflow hole 15 so that buoyancy is applied. Second guide member 14 sliding in the space to adjust the top length of the sluice 10, guide rollers 16 provided on both sides of the second sluice member 14 to facilitate the sliding operation and , The guide roller (16) is in contact with the underwater beam, characterized in that it further comprises a locking step (17) protruding on the inner side surface of the water gate (10) to prevent the separation of the second sluice member (14).
KR1020030052471A 2003-07-29 2003-07-29 A dam easy to discharge deposit KR100582160B1 (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100669228B1 (en) * 2005-09-12 2007-01-16 (주)청우종합건축사사무소 Drainage canal structure in apartment complex for prevention of overflowing
KR100673981B1 (en) * 2006-10-17 2007-01-25 (주)평화엔지니어링 A sluice gates under a bridge can be regulate height
KR101899041B1 (en) * 2018-03-02 2018-09-14 주식회사 우승산업 Automatic open type fish way

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR102082142B1 (en) * 2019-06-10 2020-02-27 박삼식 Eco-friendly dam for river
WO2020251234A1 (en) * 2019-06-10 2020-12-17 박삼식 Environmentally-friendly river barrage

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Publication number Priority date Publication date Assignee Title
JPS5697012A (en) * 1979-12-29 1981-08-05 Komai Tekkosho:Kk Sluice device
KR200286652Y1 (en) * 2002-04-19 2002-08-21 정태헌 A dam with water level automatic control fuction

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100669228B1 (en) * 2005-09-12 2007-01-16 (주)청우종합건축사사무소 Drainage canal structure in apartment complex for prevention of overflowing
KR100673981B1 (en) * 2006-10-17 2007-01-25 (주)평화엔지니어링 A sluice gates under a bridge can be regulate height
KR101899041B1 (en) * 2018-03-02 2018-09-14 주식회사 우승산업 Automatic open type fish way

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