KR100674355B1 - Installation structure of intake tower - Google Patents

Installation structure of intake tower Download PDF

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Publication number
KR100674355B1
KR100674355B1 KR1020060096084A KR20060096084A KR100674355B1 KR 100674355 B1 KR100674355 B1 KR 100674355B1 KR 1020060096084 A KR1020060096084 A KR 1020060096084A KR 20060096084 A KR20060096084 A KR 20060096084A KR 100674355 B1 KR100674355 B1 KR 100674355B1
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sludge
retaining wall
water
intake tower
tower
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KR1020060096084A
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Korean (ko)
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임종아
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주식회사 삼안
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    • E—FIXED CONSTRUCTIONS
    • E03—WATER SUPPLY; SEWERAGE
    • E03B—INSTALLATIONS OR METHODS FOR OBTAINING, COLLECTING, OR DISTRIBUTING WATER
    • E03B3/00—Methods or installations for obtaining or collecting drinking water or tap water
    • E03B3/04—Methods or installations for obtaining or collecting drinking water or tap water from surface water
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00—Foundations as substructures
    • E02D27/32—Foundations for special purposes
    • E02D27/52—Submerged foundations, i.e. submerged in open water
    • 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
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E60/00—Enabling technologies; Technologies with a potential or indirect contribution to GHG emissions mitigation
    • Y02E60/16—Mechanical energy storage, e.g. flywheels or pressurised fluids

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  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Environmental & Geological Engineering (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Health & Medical Sciences (AREA)
  • Hydrology & Water Resources (AREA)
  • Public Health (AREA)
  • Water Supply & Treatment (AREA)
  • Bulkheads Adapted To Foundation Construction (AREA)

Abstract

A structure for installing a low level conduit of an intake tower in a water supply system is provided to prevent pollution of water by shutting off sludge into an intake port and discharging soil sludge. A low level conduit installation structure(100) includes an intake tower(110) installed by a base pile(111) and base concrete(113), a sludge shutoff structure(120) formed like a cylinder whose upper plane is opened, provided with an earth retaining wall(121) and a sludge shutoff wall(123) and mounted outside a lower part of the intake tower to place the intake tower in the sludge shutoff wall, a dredge pipe(130) penetrating the earth retaining wall, a dredge pump(140) installed at an end of the dredge pipe to discharge soil sludge from the earth retaining wall through the dredge pipe, and a conduit(150) connected to the intake tower through the earth retaining wall and the sludge shutoff wall to discharge water from the intake tower. The sludge shutoff wall is placed to be higher than the earth retaining wall to shut off soil sludge into the intake tower.

Description

상수도 취수탑 저수위 도수구 설치구조{Installation structure of intake tower}Installation structure of intake tower

도 1은 종래의 상수도용 취수탑에 토사 슬러지가 유입되는 모습을 나타낸 도면,1 is a view showing a state in which the sludge is introduced into the conventional water intake tower for tap water,

도 2는 본 발명에 따른 상수도 취수탑 저수위 도수구 설치구조를 설명하기 위한 측단면도,Figure 2 is a side cross-sectional view for explaining the installation structure of the water intake tower low water level drain according to the present invention,

도 3은 본 발명에 따른 상수도 취수탑 저수위 도수구 설치구조를 설명하기 위한 사시도.Figure 3 is a perspective view for explaining the installation structure of the water intake tower low water level drain according to the present invention.

<도면의 주요 부분에 관한 부호의 설명><Explanation of symbols on main parts of the drawings>

1 : 토사 슬러지 110 : 취수탑1: Tosa sludge 110: Water intake tower

120 : 슬러지 차단 구조물 121 : 토사 막이 옹벽120: sludge blocking structure 121: soil retaining wall

123 : 슬러지 차단 옹벽 130 : 준설관123: sludge blocking retaining wall 130: dredging pipe

140 : 준설 펌프 150 : 도수관140: dredge pump 150: water pipe

본 발명은 상수도 취수탑 저수위 도수구 설치구조에 관한 것으로서, 상세하 게는 토사 슬러지가 취수구 내부로 유입되는 것을 차단하도록 하는 상수도 취수탑 저수위 도수구 설치구조에 관한 것이다.The present invention relates to a water supply intake tower low water level drain installation structure, and more particularly, to a water supply intake tower low water level drain installation structure to block the sediment sludge flow into the water intake.

일반적으로 산간계곡이나 하천을 횡단하여 저수나 취수, 토사유출방지, 홍수조절 등을 위해 댐을 축조하는 바, 국내에서는 이러한 댐들이 주로 이수(利水)나 치수(治水)를 위해 저수하는 것을 목적으로 하므로 관개용수와 상수도 및 공업용수의 공급이나 홍수조절의 기능을 제공함과 더불어, 어류양식이나 유락시설 등의 부가적인 기능도 제공하고 있다.In general, dams are constructed for storage of water, intake, sedimentation prevention, flood control, etc. across mountain valleys or rivers. In Korea, these dams are mainly used for storage for distillation or flooding. Therefore, it provides the function of supplying irrigation water, water and industrial water, flood control, and additional functions such as fish farming and recreational facilities.

상기 댐을 구조적인 면에서 살펴보면, 댐의 본체가 콘크리트와 토석재료 등으로 고정된 고정댐과, 일련의 수문들이 댐의 주요부를 이루는 가동댐으로 분류되는데, 국내의 저수지용 고정댐들은 별도의 여수로(spillway)가 설치되어 댐을 월류시키지 않도록 된 비월류형댐이다.Looking at the dam in terms of structure, the main body of the dam is classified into a fixed dam fixed with concrete and earthen material, etc., and a series of flood gates constitute the main part of the dam. It is a non-overflow type dam that has a spillway so as not to overflow the dam.

또한, 상기 저수지용 댐들은 여러 단의 취수구멍을 갖추고서 적당한 수심으 로부터 취수할 수 있도록 된 취수탑과, 이 취수탑으로부터 하류의 저지대로 물을 흘려 보내어 상수도로 사용할 수 있도록 된 댐을 관통하는 도수관 및 홍수시 물을 하류로 흘려 보낼 수 있도록 별도로 설치된 여수로를 갖추고 있다.In addition, the reservoir dams have water intake towers having multiple stages of water intakes to be intake from a suitable depth, a water pipe penetrating a dam that can be used as a water supply by flowing water from the water intake to a lowland downstream. It has a separate runway to allow water to flow downstream in the event of a flood.

이와 같은 댐에서, 상기 댐의 수위(水位)가 저수위와 만수위 사이에 있을 때에는 도수관을 매개로 하여 취수탑으로부터 물을 끌어들여서 여러 용도로 물을 사용하는 한편, 홍수시 유입되는 수위가 만수위를 넘어 홍수위까지 차 오르면 댐의 여수로를 통해 홍수량을 하류로 흘러 보내어서 저수지의 수위상승으로 인한 저수지 상류지대의 침수피해를 방지하게 되어 홍수조절이 가능하도록 되어 있다.In such a dam, when the water level of the dam is between the low water level and the high water level, water is used for various purposes by drawing water from the water intake pipe via a water pipe, while the water level flowing in the flood level exceeds the high water level. As it rises, the flood flows downstream through the dam's runway to prevent flood damage in the upstream of the reservoir due to the reservoir's elevation.

이러한 상수도용 취수탑은 도 1에 도시된 바와 같이 기초 콘크리트(11)와, 기초 콘크리트(11) 상에 통상의 원형 또는 다각형 단면상을 가지는 탑 모양의 구조물로서, 내부 가운데가 빈 공간부를 형성하고 외벽에는 최상 위치의 홍수위에서 만수위 등을 거쳐 최하 위치의 갈수위에 이르기까지 수위조절에 따라 적정 수심으로부터 취수가 가능하도록 복수개의 취수구(13)를 일정 간격으로 배열 구비하고 있는 취수탑 본체(15)로 구성된다. 도면중 미설명 부호 17은 관리를 위한 관리교이고, 19는 기초 말뚝이다.The water intake tower for waterworks is a tower-shaped structure having a normal circular or polygonal cross section on the basic concrete 11 and the basic concrete 11, as shown in FIG. It consists of a water intake tower main body 15 having a plurality of water intake ports 13 arranged at regular intervals so that water can be collected from an appropriate depth according to the water level control from the flood level at the highest position to the low water level at the lowest position. In the figure, reference numeral 17 is a management bridge for management, and 19 is a foundation pile.

그러나, 이러한 취수탑은 기초 콘크리트 저면으로 토사 슬러지가 유입되고, 토사 슬러지(1)가 취수구(13) 내부로 유입되어 상수도가 오염되는 문제점이 있다.However, such a water intake tower has a problem in that the sediment sludge is introduced into the bottom of the foundation concrete, and the sediment sludge 1 is introduced into the intake port 13 to contaminate the water supply.

본 발명은 상기와 같은 문제점을 해결하기 위한 것으로, 토사 슬러지가 취수구 내부로 유입되는 것을 차단하고, 유입되는 토사 슬러지를 배출시킴으로써 토사 슬러지에 의해 상수도가 오염되는 것을 방지하도록 하는 상수도 취수탑 저수위 도수구 설치구조를 제공하는데 그 목적이 있다.The present invention is to solve the problems as described above, to prevent the sewage sludge is introduced into the water intake, and to discharge the incoming soil sludge to prevent the contamination of the water supply by the sewage sludge installed water tap inlet water level The purpose is to provide a structure.

상기와 같은 목적을 달성하기 위한 본 발명의 특징은,Features of the present invention for achieving the above object,

기초 말뚝과 기초 콘크리트에 의해 설치되는 취수탑과; 상면이 개방된 원통형으로 형성되어 외주면에 토사 막이 옹벽이 설치되고, 상기 토사 막이 옹벽과 내측으로 일정 거리 이격되어 슬러지 차단 옹벽이 설치되어 상기 취수탑이 상기 슬러지 차단 옹벽 내에 위치하도록 상기 취수탑의 하단 외측면에 설치되는 슬러지 차단 구조물과; 상기 슬러지 차단 구조물의 토사 막이 옹벽을 관통하여 설치되는 준설관과; 상기 준설관의 끝단에 설치되어 상기 토사 막이 옹벽 내의 토사 슬러지를 상기 준설관을 통해 배출시키는 준설 펌프; 및 상기 취수탑으로부터 상수도를 배출하도록 상기 슬러지 차단 구조물의 토사 막이 옹벽과 슬러지 차단 옹벽을 관통하여 상기 취수탑과 연결되는 도수관을 포함하는 것을 특징으로 한다.A water extraction tower installed by foundation piles and foundation concrete; An upper surface is formed in an open cylindrical shape, and an earthwork membrane retaining wall is installed on an outer circumferential surface, and the earth and sand film is spaced apart from the retaining wall by a predetermined distance so that a sludge blocking retaining wall is installed so that the water extraction tower is located within the sludge blocking retaining wall. A sludge blocking structure installed at the; A dredging pipe through which a soil layer of the sludge blocking structure penetrates the retaining wall; A dredging pump installed at an end of the dredging pipe for discharging the sediment sludge in the retaining wall through the dredging pipe; And a water pipe connected to the water intake tower through the retaining wall and the sludge blocking retaining wall to discharge the tap water from the water intake tower.

여기에서, 토사 슬러지가 상기 슬러지 차단 옹벽을 넘어 상기 취수탑으로 유입되는 것을 차단하도록 상기 토사 막이 옹벽보다 상기 슬러지 차단 옹벽이 더 높게 형성된다.Here, the sludge blocking retaining wall is formed higher than the retaining wall so that the soil deposit is prevented from entering the water intake tower beyond the sludge blocking retaining wall.

이하, 본 발명에 따른 상수도 취수탑 저수위 도수구 설치구조를 첨부된 도면을 참조하여 상세하게 설명하면 다음과 같다.Hereinafter, with reference to the accompanying drawings, the water supply intake tower low water level installation structure according to the present invention in detail as follows.

하기에서 본 발명을 설명함에 있어, 관련된 공지 기능 또는 구성에 대한 구체적인 설명이 본 발명의 요지를 불필요하게 흐릴 수 있다고 판단되는 경우에는 그 상세한 설명은 생략할 것이다. 그리고 후술되는 용어들은 본 발명에서의 기능을 고려하여 정의된 용어들로서 이는 사용자, 운용자의 의도 또는 관례 등에 따라 달라질 수 있다. 그러므로 그 정의는 본 명세서 전반에 걸친 내용을 토대로 내려져야 할 것이다.In the following description of the present invention, if it is determined that a detailed description of a related known function or configuration may unnecessarily obscure the subject matter of the present invention, the detailed description thereof will be omitted. Terms to be described later are terms defined in consideration of functions in the present invention, and may be changed according to intentions or customs of users or operators. Therefore, the definition should be made based on the contents throughout the specification.

도 2는 본 발명에 따른 상수도 취수탑 저수위 도수구 설치구조를 설명하기 위한 측단면도이고, 도 3은 본 발명에 따른 상수도 취수탑 저수위 도수구 설치구조를 설명하기 위한 사시도이다.Figure 2 is a side cross-sectional view for explaining the water supply intake tower low water level drain installation structure according to the present invention, Figure 3 is a perspective view for explaining the water supply intake tower low water level drain installation structure according to the present invention.

도 2 및 도 3을 참조하면, 본 발명에 따른 상수도 취수탑 저수위 도수구 설 치구조(100)는, 취수탑(110)과, 슬러지 차단 구조물(120)과, 준설관(130)과, 준설 펌프(140)와, 도수관(150)으로 구성된다.2 and 3, the water intake tower low water level installation structure 100 according to the present invention, the water intake tower 110, sludge blocking structure 120, dredging pipe 130, dredging pump ( 140 and the water pipe 150.

먼저, 취수탑(110)은 공지의 기초 말뚝(111)과 기초 콘크리트(113)에 의해 설치되고, 복수의 취수구(115)가 형성된다.First, the water intake tower 110 is installed by a known foundation pile 111 and the foundation concrete 113, a plurality of water intake port 115 is formed.

그리고, 슬러지 차단 구조물(120)은 콘크리트와 철근 구조로 이루어져 상면이 개방된 원통형으로 형성되어 외주면에 토사 막이 옹벽(121)이 설치되고, 토사 막이 옹벽(121)과 내측으로 일정 거리 이격되어 슬러지 차단 옹벽(123)이 설치되어 취수탑(110)이 슬러지 차단 옹벽(123) 내에서 일정 거리 이격되어 위치하도록 취수탑(110)의 하단 외측면에 설치된다. 여기에서, 슬러지 차단 구조물(120)은 토사 슬러지(1)가 슬러지 차단 옹벽(123)을 넘어 취수탑(110)으로 유입되는 것을 차단하도록 토사 막이 옹벽(121)보다 슬러지 차단 옹벽(123)이 더 높게 형성된다.In addition, the sludge blocking structure 120 is formed of a concrete and reinforcing structure is formed in a cylindrical shape having an upper surface open, the earth retaining wall is installed on the outer circumferential surface 121, the earth film is separated from the retaining wall 121 inwards by a predetermined distance to block sludge The retaining wall 123 is installed so that the water intake tower 110 is disposed on the bottom outer surface of the water intake tower 110 so as to be spaced apart from the sludge blocking retaining wall 123 by a predetermined distance. Here, the sludge blocking structure 120 has a higher sludge blocking retaining wall 123 than the retaining wall 121 so that the earth and sand sludge 1 is prevented from entering the water intake tower 110 beyond the sludge blocking retaining wall 123. Is formed.

또한, 준설관(130)은 일단이 슬러지 차단 구조물(120)의 토사 막이 옹벽(121)을 관통하여 설치된다. 여기에서, 준설관(130)은 타단이 외부로 유출되어 차량에 의해 토사 슬러지(1)가 운반될 수 있도록 한다.In addition, one end of the dredging pipe 130 is installed through the retaining wall 121, the earth and sand film of the sludge blocking structure 120. Here, the dredging pipe 130 allows the other end to flow out to allow the soil sludge 1 to be transported by the vehicle.

또, 준설 펌프(140)는 준설관(130)의 끝단에 설치되어 토사 막이 옹벽(121) 내의 토사 슬러지(1)를 준설관(130)을 통해 배출시킨다.In addition, the dredging pump 140 is installed at the end of the dredging pipe 130 to discharge the earth and sand sludge 1 in the retaining wall 121 through the dredging pipe 130.

한편, 도수관(150)은 취수탑(110)으로부터 상수도를 배출하도록 슬러지 차단 구조물(120)의 토사 막이 옹벽(121)과 슬러지 차단 옹벽(123)을 관통하여 취수탑(110)과 연결된다.On the other hand, the water pipe 150 is connected to the water intake tower 110 through the retaining wall 121 and the sludge blocking retaining wall 123 to discharge the tap water from the water intake tower 110.

상기와 같이 설치가 완료된 상태에서 토사 막이 옹벽(121)의 측면 경사면을 따라 토사 슬러지(1)가 유입되면 유입된 토사 슬러지(1)는 비중에 의해 토사 막이 옹벽(121)과 슬러지 차단 옹벽(123) 사이에 형성된 공간에 퇴적되게 된다.When the earth and sand sludge 1 is introduced along the side slopes of the retaining wall 121 in the state in which the installation is completed as described above, the earth and sand sludge 1 introduced is the earth and sand membrane retaining wall 121 and the sludge blocking retaining wall 123 by specific gravity. Will be deposited in the space formed between them.

토사 슬러지(1)가 일정 높이 이상으로 퇴적되면, 관리자는 준설 펌프(140)를 동작시키는 데, 준설 펌프(140)가 동작되면 토사 슬러지(1)가 준설관(130)을 통해 배출된다.When the sediment sludge 1 is deposited to a predetermined height or more, the manager operates the dredging pump 140. When the dredging pump 140 is operated, the sediment sludge 1 is discharged through the dredging pipe 130.

또한, 취수탑(110)의 상수도는 도수관(150)을 통해 배출된다.In addition, the water supply of the intake tower 110 is discharged through the water pipe (150).

따라서, 유입되는 토사 슬러지를 옹벽과 옹벽 사이에 퇴적시켜 취수탑으로 유입을 차단하고, 옹벽과 옹벽 사이에 퇴적된 토사 슬러지를 준설 펌프를 통해 외부로 배출시킨다.Therefore, the inlet sediment sludge is deposited between the retaining wall and the retaining wall to block inflow into the water intake tower, and the sediment sludge deposited between the retaining wall and the retaining wall is discharged to the outside through a dredging pump.

상기와 같이 구성되는 본 발명인 상수도 취수탑 저수위 도수구 설치구조에 따르면, 토사 슬러지가 취수구 내부로 유입되는 것을 차단하고, 유입되는 토사 슬러지를 배출시킴으로써 토사 슬러지에 의해 상수도가 오염되는 것을 방지할 수 있는 이점이 있다.According to the present invention, the water intake tower low water level installation structure configured as described above, by preventing the sediment sludge is introduced into the water intake, and discharges the incoming sediment sludge to prevent contamination of the water supply by the sediment sludge. There is this.

본 발명은 다양하게 변형될 수 있고 여러 가지 형태를 취할 수 있으며 상기 발명의 상세한 설명에서는 그에 따른 특별한 실시 예에 대해서만 기술하였다. 하지만 본 발명은 상세한 설명에서 언급되는 특별한 형태로 한정되는 것이 아닌 것으로 이해되어야 하며, 오히려 첨부된 청구범위에 의해 정의되는 본 발명의 정신과 범위 내에 있는 모든 변형물과 균등물 및 대체물을 포함하는 것으로 이해되어야 한다.As those skilled in the art would realize, the described embodiments may be modified in various ways, all without departing from the spirit or scope of the present invention. It is to be understood, however, that the present invention is not limited to the specific forms referred to in the description, but rather includes all modifications, equivalents, and substitutions within the spirit and scope of the invention as defined by the appended claims. Should be.

Claims (2)

기초 말뚝과 기초 콘크리트에 의해 설치되는 취수탑과;A water extraction tower installed by foundation piles and foundation concrete; 상면이 개방된 원통형으로 형성되어 외주면에 토사 막이 옹벽이 설치되고, 상기 토사 막이 옹벽과 내측으로 일정 거리 이격되어 슬러지 차단 옹벽이 설치되어 상기 취수탑이 상기 슬러지 차단 옹벽 내에 위치하도록 상기 취수탑의 하단 외측면에 설치되는 슬러지 차단 구조물과;An upper surface is formed in an open cylindrical shape, and an earthwork membrane retaining wall is installed on an outer circumferential surface thereof, and the earthwork membrane is spaced apart from the retaining wall by a predetermined distance so that a sludge blocking retaining wall is installed so that the water extraction tower is located in the sludge blocking retaining wall. A sludge blocking structure installed at the; 상기 슬러지 차단 구조물의 토사 막이 옹벽을 관통하여 설치되는 준설관과;A dredging pipe through which a soil layer of the sludge blocking structure penetrates the retaining wall; 상기 준설관의 끝단에 설치되어 상기 토사 막이 옹벽 내의 토사 슬러지를 상기 준설관을 통해 배출시키는 준설 펌프; 및A dredging pump installed at an end of the dredging pipe for discharging the sediment sludge in the retaining wall through the dredging pipe; And 상기 취수탑으로부터 상수도를 배출하도록 상기 슬러지 차단 구조물의 토사 막이 옹벽과 슬러지 차단 옹벽을 관통하여 상기 취수탑과 연결되는 도수관을 포함하는 것을 특징으로 하는 상수도 취수탑 저수위 도수구 설치구조.The water supply intake tower low water level installation structure, characterized in that the earth and sand membrane of the sludge blocking structure to pass through the retaining wall and the sludge blocking retaining wall to be connected to the water intake tower so as to discharge the tap water from the water intake tower. 제 1 항에 있어서,The method of claim 1, 상기 슬러지 차단 구조물은,The sludge blocking structure, 토사 슬러지가 상기 슬러지 차단 옹벽을 넘어 상기 취수탑으로 유입되는 것을 차단하도록 상기 토사 막이 옹벽보다 상기 슬러지 차단 옹벽이 더 높게 형성되는 것을 특징으로 하는 상수도 취수탑 저수위 도수구 설치구조.The water supply intake tower low water level installation structure of the water discharge intake tower is characterized in that the sludge blocking retaining wall is formed higher than the retaining wall so that the sediment sludge is prevented from entering the water intake tower beyond the sludge blocking retaining wall.
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20200084183A (en) * 2019-01-02 2020-07-10 현대건설주식회사 Reinforcement method of Pile­Support Intake Tower using Earthquake­Resistant Pile and Slab

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH1046557A (en) 1996-07-31 1998-02-17 Hazama Gumi Ltd Water-intake structure
KR200225775Y1 (en) 2000-11-27 2001-06-01 주식회사한국종합기술개발공사 the intake tower has law of soil and sand or algar
KR100587764B1 (en) 2004-06-18 2006-06-26 김성식 The silt protector used in intake tower

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH1046557A (en) 1996-07-31 1998-02-17 Hazama Gumi Ltd Water-intake structure
KR200225775Y1 (en) 2000-11-27 2001-06-01 주식회사한국종합기술개발공사 the intake tower has law of soil and sand or algar
KR100587764B1 (en) 2004-06-18 2006-06-26 김성식 The silt protector used in intake tower

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20200084183A (en) * 2019-01-02 2020-07-10 현대건설주식회사 Reinforcement method of Pile­Support Intake Tower using Earthquake­Resistant Pile and Slab
KR102168165B1 (en) * 2019-01-02 2020-10-20 현대건설주식회사 Reinforcement method of Pile­Support Intake Tower using Earthquake­Resistant Pile and Slab

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