KR100640150B1 - A cover of vanishing type gate for weir and dam - Google Patents

A cover of vanishing type gate for weir and dam Download PDF

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Publication number
KR100640150B1
KR100640150B1 KR1020050121631A KR20050121631A KR100640150B1 KR 100640150 B1 KR100640150 B1 KR 100640150B1 KR 1020050121631 A KR1020050121631 A KR 1020050121631A KR 20050121631 A KR20050121631 A KR 20050121631A KR 100640150 B1 KR100640150 B1 KR 100640150B1
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South Korea
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cover
cover plate
water gate
present
sluice
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KR1020050121631A
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Korean (ko)
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KR20060001900A (en
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차대욱
양준현
김태형
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현대엔지니어링 주식회사
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    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B7/00—Barrages or weirs; Layout, construction, methods of, or devices for, making same
    • E02B7/20—Movable barrages; Lock or dry-dock gates
    • E02B7/40—Swinging or turning gates
    • E02B7/44—Hinged-leaf gates

Abstract

본 발명은 하천 수중보 및 댐 등에 설치되는 하향식 수문에 있어서, 수문의 완전 개방시 수문 상단부를 폐쇄하는 덮개로서, 수문이 상승함에 따라 개방되고 수문이 하강될 시에는 별도의 동력없이 자중에 의하여 폐쇄될 수 있도록 구성된 것이다.The present invention is a top-down sluice installed in river submersibles and dams, which is a cover for closing the top of the sluice when the sluice is fully opened. It is configured to be.

본 발명을 통하여 하향식 수문의 하강시 수밀성을 획기적으로 향상시킬 수 있게 되었으며, 외부의 충격으로부터 수문을 더욱 효과적으로 보호할 수 있게 되어 전체 수문모듈의 내구성 또한 향상시키는 효과를 얻을 수 있다.Through the present invention it is possible to significantly improve the watertightness when the top-down hydrologic fall, it is possible to more effectively protect the hydrology from external shocks to obtain the effect of improving the durability of the entire hydrologic module.

수문(水門), 덮개, 로울러, 자석 Sluice, cover, roller, magnet

Description

하천 수중보 및 댐용 하향식 수문의 덮개{A cover of vanishing type gate for weir and dam}Top cover of vanishing type gate for weir and dam

도 1은 본 발명의 설치상태도1 is an installation state diagram of the present invention

도 2는 본 발명의 개방상태 사시도Figure 2 is an open perspective view of the present invention

도 3은 본 발명의 대표 단면도3 is a representative cross-sectional view of the present invention.

도 4는 본 발명의 단계별 작동상태 단면도Figure 4 is a cross-sectional view of the operation state of the present invention

도 5는 로울러가 자석으로 구성된 본 발명의 일 실시예 작동상태도Figure 5 is an embodiment operating state of the present invention the roller is composed of a magnet

도 6은 비돌출형인 본 발명의 일 실시예 대표 단면도Figure 6 is a representative cross-sectional view of one embodiment of the present invention non-extruded

도 7은 전도방지핀이 형성된 본 발명의 일 실시예 사시도Figure 7 is a perspective view of an embodiment of the present invention the fall prevention pin is formed

<도면의 주요부분에 대한 부호설명><Code Description of Main Parts of Drawing>

100 : 덮개판100: cover plate

101 : 보강리브(rib)101: reinforcing rib

102 : 전도방지핀102: fall prevention pin

110 : 힌지(hinge)110: hinge

111 : 전도방지홈111: fall prevention groove

120 : 덮개로울러120: cover roller

131 : 차수재131: Chae Jae Jae

132 : 자석132: Magnet

200 : 수중보200: underwater beam

310 : 수문310: hydrological

311 : 수문로울러311: hydrological roller

320 : 실린더320: cylinder

본 발명은 하천 수중보 및 댐 등에 설치되는 하향식 수문에 있어서, 수문의 완전 개방시 수문 상단부를 폐쇄하는 덮개로서, 수문이 상승함에 따라 개방되고 수문이 하강될 시에는 별도의 동력없이 자중에 의하여 폐쇄될 수 있도록 구성된 것이다.The present invention is a top-down sluice installed in river submersibles and dams, which is a cover for closing the top of the sluice when the sluice is fully opened. It is configured to be.

하천을 횡단하는 수중보 및 댐 등의 수공(水工)구조물에는 상류수위 및 방류량을 조절하기 위한 수문이 설치되는데, 이들 수문은 그 형태 및 작동방식에 따라 테인터게이트(tainter gate), 슬루스게이트(sluice gate) 등 다양하게 분류될 수 있다.Waterworks structures such as submersible beams and dams that cross rivers are equipped with water gates to control the upstream water level and discharge rate, and these water gates are based on the form and operation method of the tainter gate and the sluice gate. (sluice gate) can be classified into various categories.

특히, 본 발명의 출원인과 동일인에 의하여 출원되어 등록된 특허 제514954 호 "하향식 가동보"는 수문의 작동 및 설치와 관련된 모든 부재 및 장치들을 현장제작 또는 조립하지 않고 기성품 형태의 수문모듈로 제작하되 유체실린더에 의하여 승강되는 수문이 하우징에 수납되도록 함으로써, 권양설비와 같은 상부구조물을 제거하여 통수능을 향상시키고 공기 단축 및 시공 편의성을 확보하였다고 할 수 있다.In particular, Patent No. 514954, “Down-down movable beam,” filed and registered by the same applicant as the applicant of the present invention, does not manufacture or assemble all the members and devices related to the operation and installation of the hydrologic gate in the form of a ready-made hydrologic module. By allowing the water gate lifted by the fluid cylinder to be stored in the housing, it is possible to remove the upper structure such as the lifting equipment to improve the water-permeability, and to secure the air shortening and construction convenience.

그러나 이러한 하향식 가동보는 수로의 완전 개방, 즉 수문의 완전 하강시 수문의 상단 및 하우징 등이 외부에 그대로 노출되어, 수문모듈 내부로의 물 유입 가능성이 상존할 뿐 아니라 각종 부유물 및 표류물에 의하여 수문이 파손될 위험 또한 높은 문제점이 있었다.However, when the top-down movable beam is completely open, that is, when the gate is completely lowered, the top and housing of the gate are exposed to the outside, so the possibility of inflow of water into the hydrologic module is not only present. The risk of breakage also had a high problem.

본 발명은 전술한 문제점을 감안하여 창안한 것으로, 하향식 수문의 완전 하강시 수문 상부를 폐쇄하는 덮개판을 설치하되, 덮개판을 수문 상류측과 힌지로 연결하고, 덮개판의 선단에는 덮개로울러를 설치하여 수문이 승강함에 따라 덮개로울러가 수문의 상류측 면과 접촉하며 회전하도록 함으로써, 별도의 동력없이도 수문이 승강함에 따라 덮개판이 회동하며 개폐되도록 한 것이다.The present invention has been made in view of the above-described problems, the cover plate for closing the top of the water gate when the top of the down water gate is installed, the cover plate is connected to the upstream side of the water gate hinge, the cover roller at the tip of the cover plate As the door is installed, the cover roller rotates in contact with the upstream side of the door as the door is lifted, and the cover plate is rotated and opened and closed as the door is lifted without any power.

또한, 수문의 하류측에는 자석을 설치하여 폐쇄된 덮개판이 자력에 의하여 더욱 견고한 폐쇄상태를 유지할 수 있도록 하였다.In addition, a magnet was installed on the downstream side of the floodgate so that the closed cover plate could maintain a more closed state by magnetic force.

본 발명의 상세한 구성 및 작동원리를 첨부된 도면을 통하여 설명하면 다음과 같다.The detailed configuration and operation principle of the present invention will be described with reference to the accompanying drawings.

우선 도 1은 본 발명이 수중보(200)에 적용된 상태를 도시한 것으로, 동 도면은 폐쇄된 상태의 본 발명을 도시하고 있다.1 shows a state in which the present invention is applied to the underwater beam 200, the figure shows the present invention in a closed state.

도 2는 도 1에서 본 발명의 구성요소만을 발췌한 도면으로서, 덮개판(100)이 회동되어 개방된 상태를 나타내고 있다.FIG. 2 is a view illustrating only components of the present invention in FIG. 1, and shows a state in which the cover plate 100 is rotated and opened.

본 발명의 기본 구조는 수문(310) 상류측에 힌지(110)를 통하여 연결된 덮개판(100)으로서, 수문(310)이 상승할 경우 수문(310)에 의하여 밀려 회동하면서 개방되고, 수문(310)이 하강할 경우 자중에 의하여 회동하면서 폐쇄되는 구조이다.The basic structure of the present invention is a cover plate 100 connected through the hinge 110 upstream of the sluice 310, when the sluice 310 is raised by being pushed by the sluice 310 to open and rotate, the sluice 310 When) descends, it is closed by rotating by its own weight.

덮개판(100)에는 도 1에서와 같이 상부면에 보강리브(101)를 형성함으로써, 강도를 확보할 수 있다.In the cover plate 100, as shown in FIG. 1, the reinforcement ribs 101 are formed on the upper surface thereof, thereby ensuring strength.

도 3은 본 발명이 설치된 하향식 수문(310) 및 부속 설비가 모두 도시된 대표단면도로서, 동 도면을 통하여 알 수 있는 바와 같이, 실린더(320)에 유압이 인가됨에 따라 수문(310)이 승강하게 되고, 그에 따라 덮개판(100)이 회동하게 된다.3 is a representative cross-sectional view showing both the top-down water gate 310 and the attached equipment in which the present invention is installed. As can be seen from the figure, as the hydraulic pressure is applied to the cylinder 320, the water gate 310 moves up and down. Thus, the cover plate 100 is rotated accordingly.

한편, 본 발명에는 전술한 기본적 구성 외에도 효율적인 작동을 위하여 덮개로울러(120), 차수재(131), 자석(132) 등의 부속장치가 구성되며, 이들의 작동원리를 덮개판(100)이 개방되는 과정을 단계별로 도시한 도 4를 통하여 상세히 설명하면 다음과 같다.On the other hand, in the present invention, in addition to the above-described basic configuration for the efficient operation of the cover roller 120, the order member 131, the magnet 132, etc., the accessory is configured, the operation principle of the cover plate 100 is opened When described in detail with reference to Figure 4 showing the step by step as follows.

우선 도 4의 좌측 원내에는 폐쇄된 상태의 본 발명이 도시되어 있는데, 본 발명의 기본 재질은 강철이므로 수문(310) 하류측의 덮개판(100) 선단이 위치하는 지점에 설치된 자석(132)의 자력에 의하여 견고한 폐쇄상태를 유지하게되며, 수문(310)의 상, 하류 양측에 설치된 차수재(131)는 덮개판(100)이 폐쇄됨에 따라 덮개판(100)의 자중과 자석(132)의 자력에 의하여 압축 및 변형되어 덮개판(100) 하부면에 밀착되어 높은 수밀상태를 유지하게 된다.First, the present invention in a closed state is shown in the left circle of FIG. 4. Since the basic material of the present invention is steel, the magnet 132 installed at the point where the cover plate 100 is located downstream of the water gate 310 is located. The magnetic force is maintained in a closed state, and the water repellent material 131 installed on both the upper and downstream sides of the water gate 310 has the weight of the cover plate 100 and the magnet 132 of the cover plate 100 as the cover plate 100 is closed. Compressed and deformed by the magnetic force is in close contact with the lower surface of the cover plate 100 to maintain a high watertight state.

수문(310)이 상승하게 되면 본 발명의 구조상 수문(310) 상단의 상류측 모서리가 덮개판(100)의 하부면에 접하게 되는데, 도면에 도시된 바와 같이, 수문(310) 상단의 상류측 모서리에 수문로울러(311)를 설치함으로써 원활한 작동을 기대할 수 있다.When the water gate 310 is raised, the upstream edge of the top of the structural water gate 310 of the present invention is in contact with the bottom surface of the cover plate 100, as shown in the figure, the upstream edge of the top of the water gate 310 By installing the hydrological roller 311 in the smooth operation can be expected.

수문(310)이 계속 상승하고 그에 따라 덮개판(100)도 계속 회동되어 수문(310) 상단이 덮개판(100)의 선단을 통과하게 되면, 덮개판(100)의 선단부가 수문(310)의 상류측 면에 접하게 되고, 이때부터 덮개판(100) 선단의 덮개로울러(120)가 회전하게 되는 것이다.When the water gate 310 continues to rise and accordingly the cover plate 100 continues to rotate so that the top of the water gate 310 passes through the front end of the cover plate 100, the tip of the cover plate 100 may be separated from the water gate 310. It is in contact with the upstream side, from which the cover roller 120 of the tip of the cover plate 100 is rotated.

도 5는 덮개로울러(120)가 자석으로 구성된 본 발명의 일 실시예를 도시한 것으로, 수문(310)의 하류측 지점에 자석(132)을 설치하는 것과 동일한 밀폐효과를 유지하면서도, 수문(310)의 상승시 덮개로울러(120)가 수문(310)의 외벽에 안정적으로 밀착되면서 회전할 수 있게 되어, 작동 중 발생할 수 있는 불필요한 진동이나 충격을 방지할 수 있으며, 동 도면에 도시된 바와 같이, 수문로울러(311) 또한 자석으로 구성함으로써 수문 상승 초기의 진동과 충격을 완화할 수 있다.FIG. 5 illustrates an embodiment of the present invention in which the cover roller 120 is formed of a magnet, while maintaining the same sealing effect as installing the magnet 132 at a downstream point of the water gate 310, When the cover roller 120 rises stably close to the outer wall of the sluice 310, it can rotate, thereby preventing unnecessary vibration or shock that may occur during operation, as shown in the drawing. The sluice roller 311 can also be made of a magnet to mitigate the vibration and impact of the initial rise of the sluice.

도 6은 덮개판(100)의 폐쇄시 덮개판(100)의 상부면이 수로 저면과 일치하도록 평활하게 구성한 것으로서, 방류되는 수류를 방해하지 않을 뿐 아니라 부유물이 나 표류물로 인한 손상을 최소화할 수 있으며, 도 7은 덮개판(100)의 측단에 전도방지핀(102)을 형성하고, 힌지(110)에는 전도방지핀(102)의 궤적에 대응하는 전도방지홈(111)을 형성함으로써, 개방된 덮개판(100)이 상류측으로 완전 전도되는 것을 방지한 것이다.6 is configured to smooth the top surface of the cover plate 100 to match the bottom of the water channel when the cover plate 100 is closed, and does not interfere with the discharged water flow, but also minimizes damage due to floats or drifts. 7, the anti-fall pin 102 is formed at the side end of the cover plate 100, and the hinge 110 forms the anti-fall groove 111 corresponding to the trajectory of the anti-fall pin 102. The cover plate 100 is prevented from being completely conducted upstream.

결국 본 발명의 기술요지는 하향식 수문(310)의 완전 하강시 수문(310) 상부를 폐쇄하는 덮개에 있어서, 덮개판(100)이 수문(310) 상류측 지점과 힌지(110)로 연결되어 설치되고, 상기 덮개판(100)의 선단에는 덮개로울러(120)가 설치되어, 수문(310)이 승강함에 따라 덮개판(100)이 회동되고, 덮개로울러(120)는 수문(310)의 상류측 면과 접하면서 회전함을 특징으로 하는 하천 수중보(200) 및 댐용 하향식 수문(310)의 덮개로서, 덮개판(100)의 완전 폐쇄시 덮개판(100)의 선단부가 위치하는 수문(310) 하류측 지점에는 자석(132)이 설치되고, 덮개로울러(120)가 자석으로 구성됨을 특징으로 하는 하천 수중보(200) 및 댐용 하향식 수문(310)의 덮개이다.Eventually, the technical gist of the present invention is a cover that closes the upper portion of the top gate 310 when the top-down gate 310 is completely lowered, and the cover plate 100 is connected to the hinge 110 upstream of the gate 310 and is installed. And, the front end of the cover plate 100 is provided with a cover roller 120, the cover plate 100 is rotated as the water gate 310 is elevated, the cover roller 120 is the upstream side of the water gate 310 The cover of the river submersible 200 and the dam top-down water gate 310 characterized in that it rotates in contact with the surface, downstream of the water gate 310 where the tip of the cover plate 100 is located when the cover plate 100 is completely closed The magnet 132 is installed at the side point, and the cover roller 120 is a cover of the river submersible 200 and the dam top down water gate 310, which is characterized by being composed of a magnet.

본 발명을 통하여 하향식 수문의 하강시 수밀성을 획기적으로 향상시킬 수 있게 되었으며, 외부의 충격으로부터 수문을 더욱 효과적으로 보호할 수 있게 되어 전체 수문모듈의 내구성 또한 향상시키는 효과를 얻을 수 있다.Through the present invention it is possible to significantly improve the watertightness when the top-down hydrologic fall, it is possible to more effectively protect the hydrology from external shocks to obtain the effect of improving the durability of the entire hydrologic module.

Claims (3)

하향식 수문(310)의 완전 하강시 수문(310) 상부를 폐쇄하는 덮개에 있어서,In the cover for closing the top of the water gate 310 at the time of the full descent of the top-down water gate 310, 덮개판(100)이 수문(310) 상류측 지점과 힌지(110)로 연결되어 설치되고;The cover plate 100 is connected to the upstream side of the water gate 310 and the hinge 110 is installed; 상기 덮개판(100)의 선단에는 덮개로울러(120)가 설치되어;A cover roller 120 is installed at the front end of the cover plate 100; 수문(310)이 승강함에 따라 덮개판(100)이 회동되고, 덮개로울러(120)는 수문(310)의 상류측 면과 접하면서 회전함을 특징으로 하는 하천 수중보(200) 및 댐용 하향식 수문(310)의 덮개.As the water gate 310 is raised and lowered, the cover plate 100 is rotated, and the cover roller 120 rotates while contacting an upstream side surface of the water gate 310. 310). 제1항에 있어서,The method of claim 1, 덮개판(100)의 완전 폐쇄시 덮개판(100)의 선단부가 위치하는 수문(310) 하류측 지점에는 자석(132)이 설치됨을 특징으로 하는 하천 수중보(200) 및 댐용 하향식 수문(310)의 덮개.When the cover plate 100 is completely closed, the river submersible beam 200 and the dam top-down water gate 310, characterized in that the magnet 132 is installed at the downstream side of the water gate 310 where the tip of the cover plate 100 is located. cover. 제1항에 있어서,The method of claim 1, 덮개로울러(120)가 자석으로 구성됨을 특징으로 하는 하천 수중보(200) 및 댐용 하향식 수문(310)의 덮개.Cover of the river submersible 200 and the dam top-down gate 310, characterized in that the cover roller 120 is composed of a magnet.
KR1020050121631A 2005-12-12 2005-12-12 A cover of vanishing type gate for weir and dam KR100640150B1 (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100990698B1 (en) * 2008-03-13 2010-10-29 강남구 A submerging type dam
KR101726330B1 (en) * 2016-06-17 2017-04-13 이흥관 The flow cutoff device for repairing a pipe

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5639226A (en) 1979-09-04 1981-04-14 Fuminao Tanitomi Automatic falling-down weir
JP2003082956A (en) 2001-09-11 2003-03-19 Yasuhiro Fujita Waterproof shutter device for preventing flooding in underground facility
KR200401256Y1 (en) 2005-08-12 2005-11-15 보은군 A dam easy changeable full water level

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5639226A (en) 1979-09-04 1981-04-14 Fuminao Tanitomi Automatic falling-down weir
JP2003082956A (en) 2001-09-11 2003-03-19 Yasuhiro Fujita Waterproof shutter device for preventing flooding in underground facility
KR200401256Y1 (en) 2005-08-12 2005-11-15 보은군 A dam easy changeable full water level

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100990698B1 (en) * 2008-03-13 2010-10-29 강남구 A submerging type dam
KR101726330B1 (en) * 2016-06-17 2017-04-13 이흥관 The flow cutoff device for repairing a pipe

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