KR101060991B1 - Drainage canal for prevention of overflowing - Google Patents

Drainage canal for prevention of overflowing Download PDF

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Publication number
KR101060991B1
KR101060991B1 KR1020110028198A KR20110028198A KR101060991B1 KR 101060991 B1 KR101060991 B1 KR 101060991B1 KR 1020110028198 A KR1020110028198 A KR 1020110028198A KR 20110028198 A KR20110028198 A KR 20110028198A KR 101060991 B1 KR101060991 B1 KR 101060991B1
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South Korea
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drainage
flooding
overflow
drain path
connecting member
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KR1020110028198A
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Korean (ko)
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정관선
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주식회사 우빈기술개발
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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B5/00Artificial water canals, e.g. irrigation canals
    • E02B5/08Details, e.g. gates, screens

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

Abstract

PURPOSE: A drain path for preventing flooding is provided to prevent pollution around a drain path due to flooding since the handling capacity of the drain path increases by the height of a flooding preventing plate extended by a buoyant member. CONSTITUTION: A drain path for preventing flooding comprises a flooding preventing plate(140), a protruded housing(142), a connecting member(151) and a buoyant member(150). The flooding preventing plate is formed on the top of a pair of rotating members(141). The protruded housing is protruded perpendicularly to the bottom of the rotating member. The connecting member is inserted into one end of the protruded housing. The connecting member has a given length. The buoyant member is inserted into the other side of the connecting member. When the buoyant member has maximum height on the water, the flooding preventing plate opens the upper part of a drain path(110).

Description

우수 범람 방지를 위한 배수로{Drainage canal for prevention of overflowing}Drainage canal for prevention of overflowing

본 발명은 우수 범람 방지를 위한 배수로에 관한 것으로, 더욱 상세하게는 배수로에 흐르는 수량에 따라 떠오르는 부구에 의해 회전하는 물넘이 범람방지판을 형성함으로서 장마철 및 집중 호우 등 갑자기 불어나는 많은 우수로 인해 배수로가 범람하는 것을 방지하기 위한 배수로에 관한 것이다.
The present invention relates to a drainage path for storm overflow prevention, and more particularly, the drainage path is formed due to many rainwater suddenly blowing, such as rainy season and heavy rains by forming a flood overflow prevention plate that rotates by floating floats according to the water flow in the drainage A drainage channel for preventing flooding.

일반적으로 배수로는 크게 관을 통해 물을 흘려보내는 압력수로(관수로)와, 흐르는 물이 대기와 접하도록 자유수면(自由水面)을 갖는 무압수로로 분류되는데, 압력수로의 대표적인 예로는 상, 하수도 및 송유관이 있고, 무압수로의 대표적인 예로는 농경지나 하천에 부설된 개거가 있다.Generally, the drainage channel is classified into a pressure channel (water channel) that flows water through a pipe, and a pressureless channel having a free surface so that the flowing water contacts the atmosphere. , Sewers and oil pipelines, and representative examples of non-water sewers are open fields on farmland or rivers.

상기 개거(開渠;open channel)는 윗면을 덮지 않고 그대로 터놓은 수로로, 보통 과습상태인 토양속의 물을 자연적 또는 인공적으로 빼주어 작물생육에 알맞는 조건으로 만들어 주기 위해 설치하는 수로 또는 도랑을 파거나 측벽(側壁)을 설치하여 도로, 운하 등을 통하기 위해 만든 작은 도랑을 말한다.The open channel is a channel which is open as it is without covering the upper surface, and a channel or ditch installed to make the conditions suitable for crop growth by naturally or artificially draining water from the soil which is usually in a humid state. Small ditches made for digging or installing side walls to pass through roads and canals.

상기 배수로는 훼손 및 파손되어 물의 흐름이 막히는 것을 방지하고, 물의 흐름 방향이 변경되는 것을 방지하기 위하여 지반을 파낸 후 합성수지나 콘크리트 재질의 "u"형 구조물을 부설하는 것이 일반적이다.In order to prevent the water flow from being blocked due to damage and damage to the drainage channel, and to prevent the water flow direction from being changed, it is common to lay a “u” type structure made of synthetic resin or concrete after digging the ground.

상기 배수로는 설치시 예상량보다 많은 강수량을 감안하여 배수로의 크기를 결정하고 있긴 하나 최근처럼 지구온난화와 이상 기상현상에 의한 기록적인 강수량까지 감안하여 제작하기란 쉬운 일이 아니다.Although the size of the drainage channel is determined in consideration of more precipitation than expected at the time of installation, it is not easy to manufacture the drainage channel considering the record precipitation due to global warming and abnormal weather phenomenon.

통상적으로 배수시설을 설치할 때에는, 경사지이고 비교적 집수유역이 작은 곳에서는 단시간의 우량을 대상으로 계획하고, 유역이 큰 곳 또는 평탄지에서는 장시간의 연속우량을 대상으로 계획하는 것이 원칙이다. 밭토양의 경우에는 지하수위를 60cm이하로 낮추어 주는 것을 기준으로 해야 한다.In general, when installing drainage systems, plan for short-term rainfall at slopes and relatively small catchment basins, and plan for long-term continuous rainfall at large basins or flat lands. In the case of field soil, the groundwater level should be lowered to 60 cm or less.

또한 배수는 배수로를 통하여 높은 곳과 낮은 곳의 구배차에 의해 이루어지며, 경사가 심할 수록 수개의 좁은 배수로의 흐르는 물을 모이는 집수로를 거쳐 경사가 낮은 큰 배수로로 모아지도록 설계하는 것이 보편화 되어 있다.In addition, drainage is made by the gradient of high and low places through the drainage channel, and it is common to design such that as the slope becomes severe, the drainage channel collects the flowing water of several narrow drainage channels and collects into a large drainage slope with a low slope. .

특히 도로의 신설이나 연장 공사를 할 때 도로직선화를 위해 산을 절개하여 도로를 건설하는 비율이 증가하고 있어 절개한 산 비탈면의 파괴를 방지하기 위한 배수로 시공은 반드시 필요한 공정이라 할 것이다.
In particular, the rate of constructing roads by cutting mountains for straightening roads is increasing when new roads are being built or extended, so drainage construction to prevent destruction of the cut slopes is essential.

하지만 지구온난화와 이상 기온현상에 의해 평균 수량보다 현저히 많은 강수량이나 기습폭우 등으로 인한 단시간 내에 배수로에 유입되는 수량이 급속도로 증가하거나 합류되는 저수조의 처리용량 부족으로 역류하는 등의 요인으로 물의 흐름이 원활치 못하게 되거나, 배수로가 감당할 수 있는 이상의 우수(雨水)가 배수로에 한꺼번에 집중되면 배수로 위로 우수가 넘쳐 흐르게 되고, 이와 같은 우수의 범람(OVERFLOW)으로 인해 배수로 주변이 오염될 뿐만 아니라 배수로를 흘러 넘쳐서 형성된 습지는 보행의 불편함을 가중시키고 모기와 같은 해충이 잘 번식할 수 있는 환경을 제공하게 되는 등의 단점을 갖는다.However, due to global warming and abnormal temperature phenomena, the flow of water is increased due to the rapid increase in the amount of water flowing into the drainage in a short time due to precipitation or surprise storms, or the backflow due to the lack of treatment capacity of the pools. If it becomes unsatisfactory, or if rainwater is concentrated in the drainage path at once, the stormwater overflows over the drainage, and the overflow of the stormwater not only contaminates the surroundings but also overflows the drainage. Wetlands have disadvantages such as increasing the inconvenience of walking and providing an environment in which pests such as mosquitoes can breed well.

또한 토사의 흘러내림을 야기하여 산사태나 주거지역의 축대 등을 붕괴시켜 도로의 교통을 방해하거나 축대 하부의 주거지역에 침수현상을 발생시키는 등과 같은 심각한 피해를 유발시키는 취약한 문제점이 있었다.In addition, there was a vulnerable problem that caused serious damage, such as landslides, collapse of landslides, the accumulation of residential areas, disrupt road traffic, or cause flooding in residential areas below the axis.

또한 비가 오지 않은 건기에는 낙엽이나 기타 이물질의 유입으로 인해 별도의 덮개가 없는 도로경사면이나 산악지역의 배수로는 쌓여 있는 이물질로 인해 바닥이 높아져 유입되는 빗물의 진행을 방해하거나, 넘치게 하는 등의 단점을 갖는 것이다.
In addition, during the dry season without rain, the fall of the slope or road in the mountainous area due to the inflow of fallen leaves or other debris or the drainage of the mountainous area increases the floor due to the accumulated debris, which impedes the overflow of rainwater or overflows. To have.

따라서 본 발명은 상기와 같은 문제점을 해결하기 위해 창안된 것으로, 본 발명은 평상시에는 낙엽이나 토사같은 배수로 내의 이물질 유입을 방지하는 덮개의 기능을 하다가 갑자기 늘어난 강수량에 의해 배수로 위로 물이 넘치는 등의 문제를 해결하기 위한 것으로, 상기 배수로의 벽면 상측면에 체결부재에 의해 결합되는 두 개 이상의 회전축 하우징과, 상기 회전축 하우징에 의해 지지되는 회전축과, 상기 회전축에 축착되는 회전부재와, 상기 회전부재의 일측에서 안쪽으로 돌출되는 돌출하우징과, 상기 돌출하우징과 소정각도를 이루도록 회전부재의 일측에 형성된 범람방지판과, 상기 돌출하우징에 연결부재에 의해 결합되는 부구로 구성되어 지는 우수 범람 방지를 위한 배수로를 제공하는데 그 목적이 있다.
Therefore, the present invention was devised to solve the above problems, and the present invention usually functions as a cover for preventing foreign matter from entering the drainage path such as fallen leaves or earth and sand, and the problem of overflowing water over the drainage by sudden increase in precipitation. In order to solve the problem, two or more rotary shaft housings coupled by a fastening member to the upper surface of the wall surface of the drainage channel, a rotary shaft supported by the rotary shaft housing, a rotary member fixed to the rotary shaft, and one side of the rotary member In the protruding housing projecting inward from, the overflow prevention plate formed on one side of the rotating member to form a predetermined angle with the protruding housing, and the drainage passage for preventing the overflow overflow is composed of a buckle coupled by the connecting member to the protruding housing The purpose is to provide.

이처럼 본 발명은 배수로 내의 빗물의 양에 따라 떠오르는 부구에 의해 확장되는 범람방지판의 높이만큼 기존 배수로의 배수처리용량을 늘려주어 배수로의 범람으로 인한 배수로 주변의 오염을 방지하고, 쾌적한 환경을 유지할 수 있는 효과를 갖는다.As such, the present invention increases the drainage capacity of the existing drainage channel by the height of the overflow preventing plate which is expanded by the floating float in accordance with the amount of rainwater in the drainage to prevent contamination around the drainage due to the overflow of the drainage, and maintain a pleasant environment. Has the effect.

또 본 발명은 배수로의 범람을 방지함으로써 사면의 붕괴를 초래하고 심각한 산사태의 시발점이 되는 것을 막아 주며, 이미 시공된 기존 배수로에도 추가로 설치할 수 있어 배수로공사를 다시 해야 하는 경제적 손실과 부담을 줄여주는 효과를 갖는다.In addition, the present invention prevents the overflow of the drainage can cause the collapse of the slope and prevent the occurrence of severe landslides, and can be installed in the existing existing drainage to reduce the economic loss and burden of having to redo the drainage work again Has an effect.

또한 평상시에는 범람방지판이 오픈된 배수로의 덮개기능을 함으로써 배수로 바닥에 낙엽이나 이물질 들이 쌓이는 것을 방지하여 물의 흐름을 원활하게 하는 효과를 갖는 매우 유용한 발명인 것이다.
In addition, it is a very useful invention having the effect of smoothing the flow of water by preventing the accumulation of debris or foreign matters on the bottom of the drainage drainage by opening the flood prevention plate in the usual way.

도 1 - 본 발명 우수 범람 방지를 위한 배수로를 도시한 분리사시도
도 2 - 도 1의 결합상태를 도시한 사시도
도 3 - 도 2의 A-A의 단면도
도 4 - 본 발명의 평상시 사용상태 참고단면도
도 5 - 본 발명의 범람시 사용상태 참고단면도
도 6 - 본 발명의 사용상태 사시도
Figure 1-Separate perspective view showing the drainage for preventing the present invention overflow
Figure 2-a perspective view of the coupled state of Figure 1
3-sectional view of AA of FIG.
Fig. 4-Reference section for normal use of the present invention
Figure 5-Reference state of use during flooding of the present invention
6-perspective view of the state of use of the present invention

이하 첨부된 도면에 의해 본 발명을 상세히 설명하면 다음과 같다.Hereinafter, the present invention will be described in detail with reference to the accompanying drawings.

본 발명은 빗물(A)등을 배출하기 위한 배수로(110)에 있어서, 상기 배수로(110)의 벽면 상측면에 체결부재(121)에 의해 결합되는 두 개 이상의 회전축 하우징(120)과, 상기 회전축 하우징(120)에 의해 지지되는 회전축(130)과, 상기 회전축(130)에 축착되는 회전부재(141)와, 상기 회전부재(141)의 일측에서 안쪽으로 돌출되는 돌출하우징(142)과, 상기 돌출하우징(142)과 소정각도를 이루도록 회전부재(141)의 일측에 형성된 범람방지판(140)과, 상기 돌출하우징(142)에 연결부재(151)에 의해 결합되는 부구(150)로 구성된다.The present invention in the drainage path 110 for discharging rain water (A), two or more rotary shaft housings 120 coupled to the upper surface of the wall of the drainage path 110 by the fastening member 121, and the rotary shaft A rotating shaft 130 supported by the housing 120, a rotating member 141 which is fixed to the rotating shaft 130, a protruding housing 142 protruding inwardly from one side of the rotating member 141, and the It is composed of the overflow preventing plate 140 formed on one side of the rotating member 141 to form a predetermined angle with the protruding housing 142, and the buckle 150 coupled to the protruding housing 142 by the connecting member 151. .

또한 상기 체결부재(121)는 배수로의 재질이 콘크리트로 되어 있을 때는 강도가 강한 콘크리트 못이나 앵커볼트를 사용하고, 배수로의 재질이 플라스틱이나 친환경소재로 되어 있을 때는 합당한 소재의 나사 등을 사용함이 바람직하다.In addition, when the material of the drainage channel is made of concrete, the fastening member 121 uses a strong concrete nail or anchor bolt, and when the material of the drainage channel is made of plastic or an environment-friendly material, it is preferable to use a screw of a reasonable material. Do.

또한 배수로 내부의 수량에 따라 부구가 일정높이 이상 떠오르면 더불어 회전, 상승되는 범람방지판(140)의 바깥면이 배수로(110)의 벽면에 지지되어 증가되는 수량의 압력에 충분히 버틸 수 있도록 적정한 높이에 회전축 하우징(120)을 설치하는 것이 바람직하다. In addition, if the float rises above a certain height depending on the amount of water inside the drainage passage, the outer surface of the overflow prevention plate 140 that rotates and rises is supported on the wall surface of the drainage passage 110 so as to sufficiently endure the increased amount of pressure. It is preferable to install the rotating shaft housing 120.

또한 지역별로 차이가 나는 강수량이나 배수량에 따른 각기 다른 폭을 갖는 각각의 배수로(110)에 적합하도록 돌출하우징(142)에서 결합되는 연결부재(151)의 길이를 달리할 수 있는 수단을 갖출 수도 있다. In addition, it may be provided with a means for varying the length of the connecting member 151 coupled in the protruding housing 142 to be suitable for each drainage path 110 having a different width according to precipitation or drainage, which varies by region. .

이처럼 본 발명은 평상시에는 범람방지판(140)이 오픈된 배수로(110)의 덮개기능을 함으로써 배수로 바닥에 낙엽이나 이물질 들이 쌓이는 것을 방지하게 되고, 기습폭우 등으로 인해 배수로가 범람(OVERFLOW) 우려가 있을 때에는 범람방지판(140)이 들리면서 배수로(110)의 높이를 높여주게 되어 우수가 범람하는 것을 최소화할 수 있는 것이다.
As such, the present invention prevents the accumulation of deciduous leaves or foreign matters on the bottom of the drainage drainage by opening the flood prevention plate 140 in the usual way, and the drainage overflows due to surprise storms (OVERFLOW). When there is an overflow prevention plate 140 is raised to increase the height of the drainage path 110 is to minimize the overflow of the rain.

이처럼 본 발명은 비록 한정된 실시예와 도면에 의해 설명되었으나, 본 발명은 이것에 의해 한정되지 않으며 본 발명이 속하는 기술분야에서 통상의 지식을 가진 자에 의해 본 발명의 기술사상과 아래에 기재될 특허청구범위의 균등범위 내에서 다양한 수정 및 변형이 가능하다 할 것이다.
As described above, although the present invention has been described by way of limited embodiments and drawings, the present invention is not limited thereto, and the technical spirit of the present invention and the patents described below will be described by those skilled in the art to which the present invention pertains. Various modifications and variations will be possible within the scope of the claims.

* 도면의 주요 부분에 대한 부호의 설명
100 : 우수 범람 방지를 위한 배수로 110 : 배수로
120 : 회전축하우징 121 : 체결부재
130 : 회전축 140 : 범람방지판
141 : 회전부재 142 : 돌출하우징
150 : 부구 151 : 연결부재
A : 빗물 B : 지면
* Explanation of symbols for the main parts of the drawings
100: drainage drainage drainage prevention 110: drainage drainage
120: rotating shaft housing 121: fastening member
130: rotating shaft 140: overflow prevention plate
141: rotating member 142: projecting housing
150: fitting 151: connecting member
A: Rainwater B: Ground

Claims (1)

배수로(110)의 벽면 상측면에 체결부재(121)에 의해 결합되는 두 개 이상의 회전축 하우징(120)과, 상기 회전축 하우징(120)에 의해 지지되는 회전축(130)과, 상기 회전축(130)에 축착되는 회전부재(141)와, 상기 회전부재(141)의 일측에 형성된 범람방지판(140)과, 상기 범람방지판(140)을 구동하기 위한 부구(150)로 이루어지는 배수로에 있어서,
상기 한 쌍의 회전부재(141)의 상부에 형성되는 범람방지판(140)과,
상기 회전부재(141)의 하부에 직각으로 돌출되는 돌출하우징(142)과,
상기 돌출하우징(142)에 일단이 끼워져 결합되는 소정 길이를 갖는 연결부재(151)와,
상기 연결부재(151)의 타측에 끼워져 결합되는 부구(150)로 이루어지되 상기 부구(150)가 물에 떠올라 높이가 최고가 되었을 때 범람방지판(140)은 배수로(110) 상부를 개방함과 동시에 배수로(110)의 측벽 상부로 수직으로 돌출되도록 구성됨을 특징으로 하는 우수 범람 방지를 위한 배수로.
At least two rotary shaft housings 120 coupled to the upper surface of the drainage path 110 by the fastening member 121, the rotary shafts 130 supported by the rotary shaft housings 120, and the rotary shafts 130. In the drainage path consisting of a rotating member 141, a flood prevention plate 140 formed on one side of the rotating member 141, and a buckle 150 for driving the overflow prevention plate 140,
An overflow prevention plate 140 formed on an upper portion of the pair of rotating members 141,
A protruding housing 142 projecting at a right angle to the lower portion of the rotating member 141;
A connection member 151 having a predetermined length to which one end is fitted and coupled to the protruding housing 142;
The buoy 150 is inserted into the other side of the connecting member 151 and is coupled to each other. When the buoy 150 floats in water and the height is the highest, the overflow preventing plate 140 opens the drainage path 110 and at the same time. Drainage for storm runoff, characterized in that configured to project vertically above the side wall of the drainage (110).
KR1020110028198A 2011-03-29 2011-03-29 Drainage canal for prevention of overflowing KR101060991B1 (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2013165154A1 (en) * 2012-05-04 2013-11-07 (주)지감이엔씨 Remodeling structure of a subterranean sewage drain for expanding the cross section thereof and a method for constructing the same
CN113699932A (en) * 2021-09-29 2021-11-26 天津建岩岩土工程有限公司 Flood control structure
CN114922135A (en) * 2022-06-30 2022-08-19 济南市水文中心(济南市水土保持监测站) Self-floating turnover type flood control device and flood control method thereof

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100758925B1 (en) 2007-05-16 2007-09-14 (주)한터인종합건축사사무소 Draingae structure of underground parking lot for building

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100758925B1 (en) 2007-05-16 2007-09-14 (주)한터인종합건축사사무소 Draingae structure of underground parking lot for building

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2013165154A1 (en) * 2012-05-04 2013-11-07 (주)지감이엔씨 Remodeling structure of a subterranean sewage drain for expanding the cross section thereof and a method for constructing the same
CN113699932A (en) * 2021-09-29 2021-11-26 天津建岩岩土工程有限公司 Flood control structure
CN114922135A (en) * 2022-06-30 2022-08-19 济南市水文中心(济南市水土保持监测站) Self-floating turnover type flood control device and flood control method thereof
CN114922135B (en) * 2022-06-30 2024-01-12 济南市水文中心(济南市水土保持监测站) Self-floating turnover type flood control device and flood control method thereof

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