KR200367274Y1 - The water level control a breast wall of river - Google Patents

The water level control a breast wall of river Download PDF

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Publication number
KR200367274Y1
KR200367274Y1 KR20-2004-0022239U KR20040022239U KR200367274Y1 KR 200367274 Y1 KR200367274 Y1 KR 200367274Y1 KR 20040022239 U KR20040022239 U KR 20040022239U KR 200367274 Y1 KR200367274 Y1 KR 200367274Y1
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South Korea
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river
retaining wall
water level
adjusting
hydraulic
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KR20-2004-0022239U
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Korean (ko)
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김길평
성수복
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김길평
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Priority to KR20-2004-0022239U priority Critical patent/KR200367274Y1/en
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Publication of KR200367274Y1 publication Critical patent/KR200367274Y1/en

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    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
    • 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
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B5/00—Artificial water canals, e.g. irrigation canals
    • E02B5/08—Details, e.g. gates, screens
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00—Independent underground or underwater structures; Retaining walls
    • E02D29/02—Retaining or protecting walls

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  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Environmental & Geological Engineering (AREA)
  • Ocean & Marine Engineering (AREA)
  • Revetment (AREA)

Abstract

본 고안은 하천의 수위조절용 옹벽에 관한 것으로서, 하천유량의 단면적의 높이를 필요에 따라 자유롭게 조정할 수 있도록 하여 대홍수시 발생되는 하천 인근마을의 침수피해를 예방할 수 있도록 하는 하천의 수위조절용 옹벽에 관한 것이다.The present invention relates to a retaining wall for adjusting the water level of a river, and to a retaining wall for adjusting the water level of a river to prevent the flooding damage of a nearby village caused by a great flood by allowing the height of the cross-sectional area of the stream flow to be freely adjusted as necessary. .

본 고안은, 하천 양측의 옹벽의 내부에 하천의 유량을 조절할 수 있도록 설치되는 하천의 수위조절용 옹벽에 있어서, 상기 하천의 수위조절용 옹벽은, 하천의 양측에 역T형 형태로 구성되고 상부가 굴절된 형태로 형성된 옹벽이 설치되고, 상기 옹벽의 내부에는 FRP(FIBERGLASS REINFORCED PLASTICS)가 적층되며, 내부 벽체에는 유압잭이 3개 이상이 설치되고, 상기 유압잭의 전면에는 양측에 지수고무판이 설치된 차수판이 설치되어 유압잭에 따라 작동을 하며, 상기 유압잭은 옹벽의 상부에 구성된 콘크리트 박스로 유압파이프을 연결설치하여 외부에 있는 유압펌프와 발전기에 의해 작동하도록 구성되는 것을 특징으로 하는 하천의 수위조절용 옹벽을 제공한다.The present invention is a water level adjustment retaining wall of the river which is installed to adjust the flow rate of the river inside the retaining wall on both sides of the river, the water level adjustment retaining wall of the river is configured in an inverted T-shape on both sides of the river, the upper portion is refracted Retaining wall formed in the form of a shape is installed, FRP (FIBERGLASS REINFORCED PLASTICS) is laminated inside the retaining wall, three or more hydraulic jacks are installed on the inner wall, a water-resistant plate is installed on both sides of the hydraulic jack on the front side of the hydraulic jack Is operated according to the hydraulic jack, the hydraulic jack provides a retaining wall for adjusting the water level of the river, characterized in that configured to operate by the hydraulic pump and the generator by connecting the hydraulic pipe to the concrete box configured on the top of the retaining wall.

Description

하천의 수위조절용 옹벽{THE WATER LEVEL CONTROL A BREAST WALL OF RIVER}Retaining wall for river water level control {THE WATER LEVEL CONTROL A BREAST WALL OF RIVER}

본 고안은 하천의 수위조절용 옹벽에 관한 것으로서, 하천유량의 단면적의높이를 필요에 따라 자유롭게 조정할 수 있도록 하여 대홍수시 발생되는 하천 인근마을의 침수피해를 예방할 수 있도록 하는 하천의 수위조절용 옹벽에 관한 것이다.The present invention relates to a retaining wall for adjusting the water level of a river, and a retaining wall for adjusting the water level of a river to prevent the flooding damage of a nearby village caused by a flood by allowing the height of the cross-sectional area of the stream flow to be freely adjusted as needed. .

일반적으로 하천은 도 1과 같이 하천(10)의 제방에 콘크리트 옹벽(20)을 설치하는 방식으로 하천(10)을 시공하고 있다.In general, the river is constructing the river 10 by installing a concrete retaining wall 20 on the embankment of the river 10 as shown in FIG.

그러나 기존 시설물은 대홍수나 우기시에 하천(10)의 유량을 조절하는 시설이 없어 많이 비가 올경우에는 하천(10)으로 흐르는 물이 제방을 넘는 사고가 발생되어 하천 인근마을에 엄청난 수해피해를 발생시키고 있는 실정이다.However, the existing facilities do not have facilities to control the flow of the river (10) during the flood or rainy season, so if there is a lot of rain, the water flowing into the river (10) will cause accidents that exceed the dike, causing massive flood damage to the villages near the river. I'm doing it.

본 고안은 상술한 문제점을 감안하여 안출된 것으로서, 본 고안은, 하천의 양측에 수위를 조절할 수 있는 수위조절용 옹벽을 설치하여, 대홍수나 우기시에 하천의 수위를 조절할 수 있도록 하여 하천 인근마을의 수해피해 발생을 방지하도록 하는 것을 그 목적으로 한다.The present invention is conceived in view of the above-described problems, the present invention, by installing the water level adjustment retaining wall that can adjust the water level on both sides of the river, to control the water level of the river near the flood or rainy season, The purpose is to prevent the occurrence of flood damage.

도 1은 기존하천의 문제점을 나타내는 단면도.1 is a cross-sectional view showing a problem of the existing river.

도 2는 본 고안의 하천의 수위조절용 옹벽을 설치한 상태를 나타내는 단면도.Figure 2 is a cross-sectional view showing a state in which the retaining wall for adjusting the water level of the river of the present invention.

도 3은 본 고안의 하천의 수위조절용 옹벽의 만수위 상태를 나타내는 도면.Figure 3 is a view showing the state of full water level of the retaining wall for adjusting the water level of the river of the present invention.

도 4는 본 고안의 하천의 수위조절용 옹벽의 작동상태를 나타내는 도면.Figure 4 is a view showing the operating state of the water level adjustment retaining wall of the stream of the present invention.

< 도면의 주요부분에 대한 부호의 설명 ><Description of Symbols for Major Parts of Drawings>

100: 하천 200: 하천의 수위조절용 옹벽100: river 200: retaining wall for adjusting the water level of the river

210: 옹벽 220: FRP210: retaining wall 220: FRP

230: 유압잭 240: 차수판230: Hydraulic jack 240: Order plate

241: 지수고무판 250: 콘크리트 박스241: index rubber plate 250: concrete box

260: 유압파이프 270: 유압펌프260: hydraulic pipe 270: hydraulic pump

280: 발전기280: generator

본 고안은 상술한 목적달성을 위해, 본 고안은, 하천 양측의 옹벽의 내부에 하천의 유량을 조절할 수 있도록 설치되는 하천의 수위조절용 옹벽에 있어서, 상기 하천의 수위조절용 옹벽은, 하천의 양측에 역T형 형태로 구성되고 상부가 굴절된 형태로 형성된 옹벽이 설치되고, 상기 옹벽의 내부에는 FRP(FIBERGLASS REINFORCED PLASTICS)가 적층되며, 내부 벽체에는 유압잭이 3개 이상이 설치되고, 상기 유압잭의 전면에는 양측에 지수고무판이 설치된 차수판이 설치되어 유압잭에 따라 작동을 하며, 상기 유압잭은 옹벽의 상부에 구성된 콘크리트 박스로 유압파이프을 연결설치하여 외부에 있는 유압펌프와 발전기에 의해 작동하도록 구성되는 것을 특징으로 하는 하천의 수위조절용 옹벽을 제공한다.The present invention for achieving the above object, the present invention, in the retaining wall for adjusting the water level of the river is installed to be able to adjust the flow rate of the river inside the retaining wall on both sides of the river, the retaining wall for adjusting the water level of the river, on both sides of the river The retaining wall is formed in an inverted T shape and the upper part is refracted, and the FRP (FIBERGLASS REINFORCED PLASTICS) is stacked inside the retaining wall, and three or more hydraulic jacks are installed on the inner wall of the retaining wall. The water-repellent plate is installed on both sides is installed to operate in accordance with the hydraulic jack, the hydraulic jack is configured to operate by the hydraulic pump and the generator to the outside by connecting the hydraulic pipe to the concrete box configured on the top of the retaining wall. It provides a retaining wall for adjusting the water level of the river.

이하, 첨부 도면을 참조하여 본 고안의 구성을 설명한다.Hereinafter, with reference to the accompanying drawings will be described the configuration of the present invention.

도 2는 본 고안의 하천의 수위조절용 옹벽을 설치한 상태를 나타내는 단면도이다.2 is a cross-sectional view showing a state in which the retaining wall for adjusting the water level of the river of the present invention is installed.

하천 양측의 옹벽의 내부에 하천의 유량을 조절할 수 있도록 설치되는 하천의 수위조절용 옹벽(200)에 있어서,In the retaining wall 200 for adjusting the water level of the river is installed in the retaining wall on both sides of the river to adjust the flow rate of the river,

상기 하천의 수위조절용 옹벽(200)은, 하천(100)의 양측에 역T형 형태로 구성되고 상부가 굴절된 형태로 형성된 옹벽(210)이 설치되고, 상기 옹벽의 내부에는 FRP(FIBERGLASS REINFORCED PLASTICS)(220)가 적층되며, 내부 벽체에는 유압잭(230)이 3개 이상이 설치되고, 상기 유압잭(230)의 전면에는 양측에 지수고무판(241)이 설치된 차수판(240)이 설치되어 유압잭(230)에 따라 작동을 하며, 상기 유압잭(230)은 옹벽(210)의 상부에 구성된 콘크리트 박스(250)로 유압파이프(260)을 연결설치하여 외부에 있는 유압펌프(270)와 발전기(280)에 의해 작동하도록 구성된다.The retaining wall 200 for adjusting the water level of the river has a retaining wall 210 formed in an inverted-T shape on both sides of the river 100 and the upper part is refracted, and the FRP (FIBERGLASS REINFORCED PLASTICS) is installed inside the retaining wall. 220 is stacked, the hydraulic wall 230 is installed on the inner wall three or more, and the front of the hydraulic jack 230, the water-receiving plate 240 is installed on both sides is installed hydraulic jack ( 230, the hydraulic jack 230 is connected to the hydraulic pipe 260 to the concrete box 250 configured on the retaining wall 210, the hydraulic pump 270 and the generator 280 in the outside It is configured to work by.

도 3은 본 고안의 하천의 수위조절용 옹벽의 만수위 상태를 나타내는 도면이고, 도 4는 본 고안의 하천의 수위조절용 옹벽의 작동상태를 나타내는 도면이다.Figure 3 is a view showing the water level of the water level adjustment retaining wall of the river according to the present invention, Figure 4 is a view showing the operating state of the water level adjustment retaining wall of the river of the present invention.

하천(100)을 평상시에는 하천폭을 일정하게 유지시켜 하천수위를 적절하게 조정하며, 대홍수나 우기시 하천수위가 도 3과 같이 상승되었을 경우에는 유압잭(230)을 도 4와 같이 작동시켜 하천폭을 증가하여 하천수위를 낮춰 원활하게 하천수위의 조절이 가능토록 한다.In general, the river 100 is maintained at a constant width of the river 100 so as to properly adjust the river water level, and when the river water level is increased as shown in FIG. 3 during the flood or rainy season, the hydraulic jack 230 is operated as shown in FIG. 4. Increase the water level to lower the water level so that it can be smoothly controlled.

상술한 구성에서 알 수 있듯이, 상기 하천의 수위조절용 옹벽은, 평상시에는 하천의 수위를 일정하게 유지시키고, 우기시 하천수위가 상승되었을 경우에는 하천의 폭을 증가시켜 수위를 낮춤으로서 하천의 원활한 흐름을 가능토록 하여 인근마을의 수해피해를 방지할 수 있도록 한다.As can be seen from the above-described configuration, the retaining wall for adjusting the water level of the river maintains the water level of the river at regular times, and when the water level is increased during the rainy season, increases the width of the river and lowers the water level to smooth the flow of the river. It will be possible to prevent damage to floods in nearby villages.

상술한 본 고안의 구성에 의한 효과를 설명한다.The effect by the structure of this invention mentioned above is demonstrated.

본 고안은, 하천의 수위조절용 옹벽으로서, 대홍수나 우기시에 발생되는 하천의 수위상승을 자유롭게 조절할 수 있도록 하여 국가 및 개인적으로 재산 피해발생을 억제하는 효과를 갖도록 한다.The present invention is a retaining wall for adjusting the water level of the river, so as to freely control the level rise of the river generated during the flood or rainy season to have the effect of suppressing the property damage caused by the state and individuals.

Claims (1)

하천 양측의 옹벽의 내부에 하천의 유량을 조절할 수 있도록 설치되는 하천의 수위조절용 옹벽(200)에 있어서,In the retaining wall 200 for adjusting the water level of the river is installed in the retaining wall on both sides of the river to adjust the flow rate of the river, 상기 하천의 수위조절용 옹벽(200)은, 하천(100)의 양측에 역T형 형태로 구성되고 상부가 굴절된 형태로 형성된 옹벽(210)이 설치되고, 상기 옹벽의 내부에는 FRP(FIBERGLASS REINFORCED PLASTICS)(220)가 적층되며, 내부 벽체에는 유압잭(230)이 3개 이상이 설치되고, 상기 유압잭(230)의 전면에는 양측에 지수고무판(241)이 설치된 차수판(240)이 설치되어 유압잭(230)에 따라 작동을 하며, 상기 유압잭(230)은 옹벽(210)의 상부에 구성된 콘크리트 박스(250)로 유압파이프(260)을 연결설치하여 외부에 있는 유압펌프(270)와 발전기(280)에 의해 작동하도록 구성되는 것을 특징으로 하는 하천의 수위조절용 옹벽.The retaining wall 200 for adjusting the water level of the river has a retaining wall 210 formed in an inverted-T shape on both sides of the river 100 and the upper part is refracted, and the FRP (FIBERGLASS REINFORCED PLASTICS) is installed inside the retaining wall. 220 is stacked, the hydraulic wall 230 is installed on the inner wall three or more, and the front of the hydraulic jack 230, the water-receiving plate 240 is installed on both sides is installed hydraulic jack ( 230, the hydraulic jack 230 is connected to the hydraulic pipe 260 to the concrete box 250 configured on the retaining wall 210, the hydraulic pump 270 and the generator 280 in the outside Retaining wall for adjusting the water level of the river, characterized in that configured to operate by.
KR20-2004-0022239U 2004-08-04 2004-08-04 The water level control a breast wall of river KR200367274Y1 (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20040066772A (en) * 2004-07-07 2004-07-27 김길평 The water level control a breast wall of river
CN114351652A (en) * 2022-02-25 2022-04-15 北京华昊水利水电工程有限责任公司 High road bed low riverbed water damage prevention and treatment structure

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20040066772A (en) * 2004-07-07 2004-07-27 김길평 The water level control a breast wall of river
CN114351652A (en) * 2022-02-25 2022-04-15 北京华昊水利水电工程有限责任公司 High road bed low riverbed water damage prevention and treatment structure
CN114351652B (en) * 2022-02-25 2024-04-09 北京华昊水利水电工程有限责任公司 High-roadbed low-river bed water damage prevention and control structure

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