KR20070114680A - Hellix flow, multiple cell type waste and grit remover - Google Patents

Hellix flow, multiple cell type waste and grit remover Download PDF

Info

Publication number
KR20070114680A
KR20070114680A KR1020070112908A KR20070112908A KR20070114680A KR 20070114680 A KR20070114680 A KR 20070114680A KR 1020070112908 A KR1020070112908 A KR 1020070112908A KR 20070112908 A KR20070112908 A KR 20070112908A KR 20070114680 A KR20070114680 A KR 20070114680A
Authority
KR
South Korea
Prior art keywords
cell
sewage
main body
layer cell
adulteration
Prior art date
Application number
KR1020070112908A
Other languages
Korean (ko)
Other versions
KR100832549B1 (en
Inventor
강도묵
정명호
Original Assignee
(주)경동기술공사
정명호
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by (주)경동기술공사, 정명호 filed Critical (주)경동기술공사
Priority to KR1020070112908A priority Critical patent/KR100832549B1/en
Publication of KR20070114680A publication Critical patent/KR20070114680A/en
Application granted granted Critical
Publication of KR100832549B1 publication Critical patent/KR100832549B1/en

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F5/00Sewerage structures
    • E03F5/14Devices for separating liquid or solid substances from sewage, e.g. sand or sludge traps, rakes or grates
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B01PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01DSEPARATION
    • B01D21/00Separation of suspended solid particles from liquids by sedimentation
    • B01D21/02Settling tanks with single outlets for the separated liquid
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B01PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01DSEPARATION
    • B01D21/00Separation of suspended solid particles from liquids by sedimentation
    • B01D21/18Construction of the scrapers or the driving mechanisms for settling tanks
    • B01D21/20Driving mechanisms
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00Treatment of water, waste water, or sewage
    • C02F1/40Devices for separating or removing fatty or oily substances or similar floating material

Abstract

An apparatus for treating adulteration and grit collectively is provided to remove the adulteration and the grit easily through only flowing of sewage, by regulating flow rate of the sewage to remove the grit and collecting the adulteration through use of a multi-layer cell. An apparatus for treating adulteration and grit collectively is composed of a cylinder-shaped main body(1), an inflow water channel(3), a multi-layer cell(6), an inner collection part(8), an outer collection part(9), a wear(14), etc. The main body includes a grit collection part, of which a lower portion is inclined, narrowed, and converged. The inflow water channel is downwardly formed in a spiral shape along a wall surface of the main body, wherein a cross-section of the inflow water channel is gradually wider. The inflow water channel induces the grit to precipitate by gradually reducing the flow rate of input sewage. The multi-layer cell is constituted to collect the adulteration as the sewage flows up. The multi-layer cell is composed of plural cone-shaped cells having different diameters. In each of the cells, an upper portion and a lower portion are opened and the lower portion has a larger diameter than the upper portion. The cells are disposed in an order of diameter while a cell having the smallest diameter is positioned at the lowermost part in the multi-layer cell. An inside wall of the inflow water channel is distanced from an outer circumferential surface of the multi-layer cell. Guide blades(7) are respectively attached at the upper portions of respective cells in a cylinder type while the cells are maintained in an opening state. The guide blades induce flowing of the sewage containing adulteration from a lower cell to an upper cell of multi-layer cell. The outer collection part is installed on an outer surface of an upper portion of the uppermost cell of the multi-layer cell so as to discharge residual adulteration contained in treated water. The wear is installed on an inner circumferential surface of an upper portion of the main body so as to flow out the treated water.

Description

나선유입식 다층셀형 협잡물 및 침사물 종합처리기{Hellix Flow, Multiple Cell Type Waste and Grit Remover}Helix Flow, Multiple Cell Type Waste and Grit Remover

본 고안은 하수에 포함된 협잡물 및 침사물을 제거하는 협잡물 및 침사물 종합처리기에 있어서, 나선형 유입수로(3)에 의해 하수의 유속을 조절하여 침사를 침강하여 제거하고, 다수개의 원추형 셀로 구성된 다층셀(6)에 의해 협잡물을 한 곳으로 유도하여 배출함으로써, 하수의 흐름만으로도 협잡물과 침사물의 제거가 용이하여 기계의 소요동력이 적고, 단일 장치 내에서 협잡물과 침사물의 제거가 용이하여 설치면적이 적은 협잡물 및 침사물 종합처리기에 관한 것이다.The present invention, in the complex and sediment comprehensive processor for removing the sediments and sediments contained in the sewage, by adjusting the flow rate of the sewage by the spiral inflow channel (3) to settle and remove the sediment, multi-layer consisting of a plurality of conical cells By introducing and discharging the debris to one place by the cell 6, the sewage and sediment can be easily removed only by the flow of sewage, so the power of the machine is small, and the debris and sediment can be easily installed in a single device. The present invention relates to a contaminant and sediment synthesis processor having a small area.

또한, 본체(1) 상부 내주면에 웨어(14)를 구성하여 처리수를 유출하거나, 웨어(14)를 "협잡물 및 침사물 종합처리기의 스프링식 스크린장치(실용신안 등록 제20-0435988호)"(14)로 대체하여 구성함으로써, 보다 확실하게 협잡물을 제거하는 협잡물 및 침사물 종합처리기에 관한 것이다.Further, by forming a weir 14 on the upper inner circumferential surface of the main body 1, the treated water is leaked, or the weir 14 is " a spring-type screen device for a comprehensive process of a contaminant and a sediment matter (Utility Model Registration No. 20-0435988) " By replacing with (14), the present invention relates to a contaminant and sediment comprehensive processor for more reliably removing contaminants.

일반적으로, 하수처리장에 유입되는 하수는, 물과의 비중차이로 인해 물위로 부상하는 물질(협잡물)과 물 밑으로 가라앉는 물질(침사물)로 대별되며, 이는 하수처리장의 최초 처리단계인 침사지에서 스크린장치와 침사제거기에 의해 제거된다.Generally, sewage entering the sewage treatment plant is divided into substances (floods) and submerged substances (sediments) that float above the water due to the difference in specific gravity with water, which is the first treatment stage of the sewage treatment plant. Is removed by the screen unit and descaling machine.

또한, 근래에 건설되는 하수처리장의 용량은 소형화 추세에 있고, 협잡물 및 침사물의 제거가 1대의 기계로 이루어진 협잡물 및 침사물 종합처리기가 일반화되어 있다.In addition, in recent years, the capacity of sewage treatment plants to be built has been miniaturized, and the general treatment of the contaminants and sediments in which the removal of the contaminants and the sediments consists of one machine is common.

종래의 협잡물 및 침사물 종합처리기는 도 1, 도 2에 도시한 바와 같이 유입관(1), 유입수로(2), 침사탱크(3), 스크린장치(4), 협잡물 이송 컨베이어(5), 침사 컨베이어(6), 침사 이송 컨베이어(7), 유출관(8) 등으로 구성된다.Conventional contaminants and sediment aggregate processor, as shown in Fig. 1, 2, inlet pipe 1, inlet channel 2, sedimentation tank (3), screen device (4), contaminant transport conveyor (5), It consists of the sedimentation conveyor 6, the sedimentation conveyer 7, the outflow pipe 8, etc.

즉, 하수가 유입관(1)을 통하여 유입되면, 유입수로(2)에 설치된 스크린장치(4)가 하수 내의 협잡물을 걸러내고, 이 협잡물은 협잡물 이송 컨베이어(5)에 의해 배출된다.That is, when the sewage flows in through the inflow pipe 1, the screen device 4 installed in the inflow channel 2 filters out the debris in the sewage, and the debris is discharged by the debris conveying conveyor 5.

또한, 협잡물이 제거된 하수는 유입수로보다 넓은 면적을 가진 침사탱크(3)로 유입되어, 하수의 유속이 느려짐에 따라 물보다 비중이 큰 침사는 침강하고, 침강된 침사는 침사 컨베이어(6)에 의해 침사 이송 컨베이어(7)방향으로 이송되어, 침사 이송 컨베이어(7)에 의해 외부로 배출된다.In addition, the sewage from which the contaminants have been removed flows into the sedimentation tank 3 having a larger area than the inflow channel, and as the flow rate of the sewage is slowed, the sediment having a larger specific gravity than the water is sedimented, and the sedimented sedimentation sedimentation conveyor 6 It conveys in the direction of the sedimentation conveyer 7 by this, and is discharged | emitted to the exterior by the sedimentation conveyer 7.

상기와 같이, 종래의 협잡물 및 침사물 종합처리기는 단일 기계 내에 협잡물과 침사물을 제거하는 장치를 구성하였다고는 하나, 그 배열상 구조가 하수의 흐름과 연장되는 방향의 직선 흐름으로서, 스크린장치(4)를 구성하기 위한 유입수로(2)부분과, 침사를 침강하기 위한 침사탱크(3) 부분으로 크게 나뉘어져 구성되는 형태이므로 설치를 위한 필요 공간이 넓고, 침사탱크(3)는 수평 면적이 넓은 장방형 구조의 탱크로서, 구조상 침사를 한 곳으로 모으고, 이를 배출하기 위한 컨베이어 등의 부속품이 커질 수 밖에 없으므로, 기계를 가동하기 위한 필요 동력이 크다.As described above, although the conventional contaminant and sediment comprehensive processor constitutes a device for removing the contaminant and the sediment in a single machine, the arrangement is a straight line in the direction in which the structure of the sewage flows and extends, the screen device ( 4) Since the inflow path (2) part for constituting, and the immersion tank (3) part for sedimentation is composed of a large divided form, the space required for installation is wide, the immersion tank (3) has a large horizontal area As a tank having a rectangular structure, the sedimentation is collected in one place, and the accessories such as a conveyor for discharging them are inevitably large, so the power required for operating the machine is large.

상기와 같이 협잡물을 제거하기 위하여 기계식의 별도의 스크린 장치를 구성하고, 침사를 제거하기 위하여 침사제거장치를 구성하여 포함한 형태로서, 일시에 한 본체의 기기내에서 협잡물 및 침사물을 제거할 수 없으며, 그로 인한 설치공간이 넓어지고, 필요 기기 동력이 많다.As described above, a separate mechanical screen device is formed to remove the debris, and a debris removal device is configured to remove the debris. The debris and the debris cannot be removed from the apparatus of the main body at one time. As a result, the installation space is increased, and the required equipment power is large.

[문헌1] 환경부, 하수도 시설기준, 2005년, 3-13, 14쪽[Document 1] Ministry of Environment, Sewerage Standards, 2005, 3-13, 14

본 고안은 하수에 포함된 협잡물 및 침사물을 제거하는 협잡물 및 침사물 종합처리기에 있어서, 나선형 유입수로(3)에 의해 하수의 유속을 조절하여 침사를 침강하여 제거하고, 다수개의 원추형 셀로 구성된 다층셀(6)에 의해 협잡물을 한 곳으로 유도하여 배출함으로써, 하수의 흐름만으로도 협잡물과 침사물의 제거가 용이하여 기계의 소요동력이 적고, 단일 장치 내에서 협잡물과 침사물의 제거가 용이하여 설치면적이 적은 협잡물 및 침사물 종합처리기를 제공하는 것을 목적으로 한다.The present invention, in the complex and sediment comprehensive processor for removing the sediments and sediments contained in the sewage, by adjusting the flow rate of the sewage by the spiral inflow channel (3) to settle and remove the sediment, multi-layer consisting of a plurality of conical cells By introducing and discharging the debris to one place by the cell 6, the sewage and sediment can be easily removed only by the flow of sewage, so the power of the machine is small, and the debris and sediment can be easily installed in a single device. An object of the present invention is to provide a comprehensive wastewater and sediment treatment system.

또한, 본체(1) 상부 내주면에 웨어(14)를 구성하여 처리수를 유출하거나, 웨어( )를 "협잡물 및 침사물 종합처리기의 스프링식 스크린장치(실용신안 등록 제20-0435988호)"(14)로 대체하여 구성함으로써, 보다 확실하게 협잡물을 제거하는 협잡물 및 침사물 종합처리기를 제공하는 것을 목적으로 한다.In addition, by forming a weir 14 on the upper inner circumferential surface of the main body 1, the treated water is leaked, or the weed () is a "spring type screen device for a comprehensive process of a contaminant and sediment" (Utility Model Registration No. 20-0435988) ( It is an object of the present invention to provide a comprehensive processing system for the contaminants and sediments that removes contaminants more reliably.

본 고안에 따른 협잡물 및 침사물 종합처리기의 구성은 본체(1), 유입수로(3), 침사배출관(4), 다층셀(6), 안내깃(7), 내부 수집부(8), 외부 수집부(9), 협잡물 배출관(10)(11), 밸브(12)(13), 웨어(14), 유출관(15), 에어벤트(16)(17)(18) 등으로 구성된다.The constitution of the complex and sediment treatment system according to the present invention is the main body (1), the inflow channel (3), the settling discharge pipe (4), the multi-layer cell (6), the guide feather (7), the internal collecting part (8), the external It consists of the collection part 9, the contaminant discharge pipe 10, 11, the valve 12, 13, the weir 14, the outflow pipe 15, the air vent 16, 17, 18, etc.

상기 본체( )는 원통형 구조로서 하부에 경사지며 좁아지도록 형성되며 모아지는 침사수집부를 구성하며, 유입수로(3)는 본체(1) 주위 벽면을 따라 단면적이 점차 넓어지며 아래를 향하는 나선형으로 구성되어, 본체(1) 내부로 유입되는 부분에서 침사수집부로 침사가 침강하도록 유도한다.The main body () is a cylindrical structure formed to be inclined and narrow in the lower portion and constitutes the collection of the sedimentation collecting portion, the inflow passage (3) is gradually wider in cross-section along the wall around the main body 1 is composed of a spiral facing downward , To induce sedimentation into the sedimentation collecting portion from the portion introduced into the main body (1).

또한, 상기 다층셀(6)은 상하가 개방되고 아랫부분의 직경이 크며 직경이 각각 다른 다수개의 원추형 셀을 하부에서부터 직경이 가장 작은 셀부터 그 크기 순서대로 다층으로 구성하고, 유입수로(3)의 내측벽과 다층셀(6)의 외주면과의 사이는 일정한 공간을 두어 설치함으로써, 침사가 분리된 하수가 위로 흐를 때 다층셀(6)에 의해 협잡물을 셀의 내부로 유도하여, 최상부층 셀 내부로 협잡물이 수집되고, 최상부층 셀 외부에는 협잡물과 침사물이 제거된 하수가 상류하도록 구성된다.In addition, the multi-layer cell (6) is composed of a plurality of conical cells of the upper and lower opening, the diameter of the lower portion and the diameter of each of the plurality of conical cells in the order from the smallest cell from the bottom in the order of the size, the inlet channel (3) By providing a predetermined space between the inner wall of the multi-layer cell 6 and the outer peripheral surface of the multi-layer cell 6, the multi-layer cell 6 guides the contaminants into the cell when the sewage from which sedimentation is separated flows upward, thereby forming the top layer cell. Contaminants are collected inside, and the sewage from which the contaminants and sediments are removed is configured upstream outside the top layer cell.

또한, 상기 다층셀(6)의 상부 내주면에는 웨어(14)를 설치하여, 협잡물과 침사물이 제거된 하수가 유출관(15)을 통하여 유출할 수 있도록 구성하거나, 상류한 하수 내에 포함된 협잡물을 보다 확실하게 제거하기 위하여 웨어(14)를 "협잡물 및 침사물 종합처리기의 스프링식 스크린장치(실용신안 등록 제20-0435988호)"(14)로 대체하여 구성한 것을 특징으로 한다.In addition, by installing a weir 14 on the upper inner circumferential surface of the multi-layer cell 6, so that sewage and sediment from which sediments are removed can be discharged through the outlet pipe 15, or a contaminant contained in an upstream sewage. In order to more reliably remove the weir 14 is characterized in that the configuration by replacing the "spring-type screen device (utility model registration No. 20-0435988)" 14 of the complex and sediment treatment.

본 고안은 하수종말처리장에 유입되는 하수의 유속을 조절하여 침사를 제거하고, 다층셀에 의해 협잡물을 한 곳으로 유도함으로써, 하수의 흐름만으로도 협잡물과 침사물의 제거가 용이하여 기계의 소요동력이 적고, 단일 장치 내에서 협잡물과 침사물의 제거가 용이하여 종래의 협잡물 및 침사물 제거장치보다 설치면적이 적은 침사물 및 협잡물 제거장치를 제공할 수 있다.The present invention eliminates sedimentation by controlling the flow rate of sewage flowing into the sewage terminal treatment plant, and guides the contaminants to one place by the multi-layer cell, so that the sewage and sediment can be easily removed only by the flow of sewage. It is possible to provide a sediment and contaminant removing apparatus having less installation area than the conventional contaminants and the sediment removing apparatus since it is easy to remove contaminants and sediments in a single device.

또한, "스프링식 스크린 장치(실용신안 등록 제20-0435988호)"(14)를 본체의 내부 최상단에 설치하여 보다 확실하게 협잡물을 제거할 수 있다.In addition, a "spring-type screen device (Utility Model Registration No. 20-0435988)" 14 can be provided at the innermost upper end of the main body to remove the debris more reliably.

본 고안을 첨부된 도면을 참조하여 상세히 설명하면 다음과 같다.Hereinafter, the present invention will be described in detail with reference to the accompanying drawings.

도 3은 본 고안에 따른 협잡물 및 침사물 제거장치의 단면도 제1도이다.3 is a cross-sectional view of the apparatus for removing contaminants and sediments according to the present invention.

도 4는 본 고안에 따른 협잡물 및 침사물 제거장치의 평면도 제1도이다.Figure 4 is a plan view of the complex and sediment removal device according to the present invention first view.

도 7은 본 고안에 따른 협잡물 및 침사물 제거장치의 운전상태도 제1도이다.7 is a first view showing the operating state of the impurities and sediment removal device according to the present invention.

본 고안은 본체(1), 유입수로(3), 침사배출관(4), 다층셀(6), 안내깃(7), 내부 수집부(8),외부 수집부(9), 협잡물 배출관(10)(11), 밸브(12)(13), 웨어(14) 또는 스프링식 스크린장치(14), 에어벤트(16)(17)(18) 등으로 구성된다.The present invention is the main body (1), the inflow channel (3), the sedimentation discharge pipe (4), the multi-layer cell (6), the guide feather (7), the internal collecting part (8), the external collecting part (9), the contaminant discharge pipe (10) 11), valves 12 and 13, weirs 14 or spring-type screen devices 14, air vents 16, 17, 18 and the like.

상기 본체(1)는 원통형으로서 하부에 경사지게 좁아지도록 형성되며 모아지는 침사수집부를 구비하며, 침사수집부 하부에는 침사배출관(4) 및 밸브(5)가 구성되고, 유입관(2)은 유입하수가 본체 원주 내벽면을 따라 돌 수 있도록 본체의 한 측벽의 연장된 선상에 설치되며, 유입수로(3)는 본체(1) 주위 벽면을 따라 단면적이 점차 넓어지며 아래를 향하는 나선형으로 구성된다.The main body 1 has a cylindrical shape formed to narrow inclined to the lower portion and has a sedimentary collecting portion collected therein, a lowered sedimentary collecting portion 4 and a valve 5 are configured, the inlet pipe 2 is an inflow sewage Is installed on an extended line of one side wall of the main body so that it can rotate along the inner circumferential wall of the main body, and the inflow passage 3 is formed in a spiral facing downward along the wall surface surrounding the main body 1 and gradually widening.

즉, 하수는 유입관(2) 및 유입수로(3)를 통하여 본체(1)로 유입되어 본체(1) 원주 내벽면을 따라 부드럽게 회전하며, 본체(1) 벽면 원주면을 따라 구성된 유입수로의 단면적이 증가함에 따라 유속이 저하하여 유입수로 끝의 본체(1) 내부로 유입되는 부분에서는 하수(물)보다 무거운 침사는 침강하며, 침사수집부의 경사면에 의해 모아진 침사는 간헐적으로 밸브를 개방함으로써 침사 배출관(4)을 통하여 외부로 배출된다.That is, the sewage flows into the main body 1 through the inlet pipe 2 and the inflow path 3 and rotates smoothly along the inner wall of the circumference of the main body 1. As the cross-sectional area increases, the flow rate decreases, and the heavier sediment than the sewage (water) is sedimented at the part flowing into the main body 1 at the end of the inflow channel, and the sediment collected by the inclined surface of the sedimentation collector is intermittently opened by opening the valve. It is discharged to the outside through the discharge pipe (4).

상기 다층셀(6)은 상하가 개방된 직경이 각각 다른 다수의 원추형 셀을 하부에서부터 직경이 가장 작은 셀부터 그 크기 순서대로 다층으로 구성하고, 각 셀의 상단 개방부는 원통형으로 상하부가 개방된 동일한 직경의 안내깃(7)이 부착되며, 유입수로(3)의 내측벽과 다층셀(6)의 외주면과의 사이는 일정한 공간을 두어 설치한다.The multi-layer cell (6) consists of a plurality of conical cells of different diameters, each having an open top and bottom, in the order of size from the cell having the smallest diameter from the bottom. A guide feather 7 having a diameter is attached, and a predetermined space is provided between the inner wall of the inflow channel 3 and the outer circumferential surface of the multi-layer cell 6.

즉, 본체(7)내로 유입되어 침사가 분리된 하수는 다층셀(6)을 통과하며 상류 하는데, 다층셀(6)의 하부 첫 층에서 셀 원주 내면에서 상류하는 하수는 협잡물과 함께 원추형 모양을 따라 안내깃(7)을 통하여 윗 층 셀로 상류하며, 윗 층 셀로 상류한 하수는 또다시 그 윗 층으로 상류하여 최상부층 셀까지 안내가 되고, 하부 첫층에서 셀 원주 외면의 하수는 유입수로(3) 내측벽과의 사이 공간으로 상류하는데, 그 윗 층 셀의 직경이 크므로 일부 협잡물은 셀의 원추형 모양을 따라 안내깃(7)을 통과하여 윗층의 셀로 흘러가며, 이러한 흐름을 다수개의 층을 계속하여 반복함으로써, 하수 내 포함된 협잡물이 다수개의 셀을 통과하여 한곳으로 모아지도록 유도하고, 안내깃(7)은 상부층으로 갈수록 직경이 증가하지 않고 동일하게 반복함으로써, 다층셀(6)을 통하여 유도되는 하수량을 제한하며, 하수보다 가벼운 비중의 협잡물이 각 셀의 원추형 안내면을 따라 상부층으로 쉽게 유도되도록 안내한다.That is, the sewage flowed into the main body 7 and sedimentation is separated upstream through the multi-layer cell 6, the sewage upstream from the inner circumference of the cell circumference in the lower first layer of the multi-layer cell 6 has a conical shape with the contaminants. The sewage upstream through the guide feather (7) to the upper layer cell, the sewage upstream to the upper layer cell is again upstream to the upper layer and guided to the uppermost layer cell, the sewage on the outer circumference of the cell circumference at the lower first layer is the inflow channel (3). ) Upstream into the space between the inner wall and the upper layer of the cell, which is large in diameter, so that some contaminants flow through the guide vanes (7) along the conical shape of the cell and into the cell of the upper layer. By repeating repeatedly, the contaminants contained in the sewage are led through a plurality of cells to be collected in one place, and the guide feather 7 repeats the same without increasing the diameter toward the upper layer, thereby passing through the multilayer cell 6. Limiting the sewage water amount is derived, and guides so that the impurities of light specific gravity than the sewage easily guided to the upper layer along a conical guide surface of each cell.

상기 내부 수집부(8)는 수집된 협잡물이 배출이 용이하도록 접시모양의 형상으로, 다층셀의 최상부층 셀의 내부에 설치되며, 내부 수집부(8)의 하부에서부터 본체(1) 외부로 통하는 협잡물 배출관(10)을 구성하며, 본체(1) 외부의 협잡물 배출관(10)에 밸브(12)를 구성하고, 최상부층 셀의 안내깃(7)은 상부가 밀폐되어 있으며, 협잡물 배출시 공기가 드나들 수 있도록 에어벤트(16)가 구성된다.The internal collecting part 8 is in the shape of a dish so that the collected contaminants are easily discharged, and is installed inside the uppermost layer cell of the multi-layer cell, and passes from the lower part of the internal collecting part 8 to the outside of the main body 1. It constitutes a contaminant discharge pipe 10, and constitutes a valve 12 in the contaminant discharge pipe 10 outside the main body 1, the guide feather 7 of the uppermost layer cell is sealed at the top, The air vent 16 is configured to enter and exit.

즉, 최상부층 셀의 안내깃(7)에 모인 협잡물은 밸브(12)를 개방하여 내부 수집부(8)와 협잡물 배출관(10)을 통하여 일시에 외부로 배출한다.That is, the contaminants collected in the guide feather 7 of the uppermost layer cell are discharged to the outside at one time through the internal collecting unit 8 and the contaminant discharge pipe 10 by opening the valve 12.

또한, 외부 수집부(9)는 다층셀(6)의 최상부 층의 상부 외면에 구성하며, 외부 수집부(9)의 하부에서부터 본체(1) 외부로 통하는 협잡물 배출관(11)을 구성하고, 본체(1) 외부의 협잡물 배출관(11)에 밸브(13)를 구성한다.In addition, the outer collection unit 9 is configured on the upper outer surface of the uppermost layer of the multi-layer cell 6, and constitutes a contaminant discharge pipe 11 that passes from the lower portion of the outer collection unit 9 to the outside of the main body 1, and the main body. (1) The valve 13 is constituted by an external contaminant discharge pipe 11.

즉, 다층셀(6)을 통과하는 흐름에서 협잡물 대부분이 셀 내부로 안내되어 내부 수집부(8)로 유도되지만, 처리수에 일부 잔여 협잡물이 포함되므로, 일부 잔여 협잡물을 제거하기 위하여 밸브(13)를 개방하여 외부 수집부(9)와 협잡물 배출관(11)을 통하여 일시에 외부로 배출한다.That is, in the flow through the multi-layer cell 6, most of the contaminants are guided into the cell and guided to the internal collecting unit 8, but because some residual impurities are contained in the treated water, the valve 13 ) To be discharged to the outside at a time through the external collector 9 and the contaminant discharge pipe (11).

상기 웨어(14)를 본체(1) 상부의 내주면에 설치하여 처리수가 항시 유출관(15)을 통하여 배출되도록 구성한다.The wear 14 is installed on the inner circumferential surface of the upper portion of the main body 1 so that the treated water is always discharged through the outflow pipe 15.

또한, 처리수 내 포함된 일부 잔여 협잡물을 완벽히 제거하기 위하여 상기 웨어(14)는 "협잡물 및 침사물 종합처리기의 스프링식 스크린 장치(실용신안 등록 제20-0435988호)"(14)로 대체하여 구성할 수 있는데, 첨부도면을 참조하여 상세히 설명한다.In addition, in order to completely remove some residual impurities contained in the treated water, the weir 14 is replaced with "spring type screen device (utility model registration No. 20-0435988)" 14 It can be configured, with reference to the accompanying drawings will be described in detail.

도 5는 본 고안에 따른 협잡물 및 침사물제거기의 단면도 제2도이다.Figure 5 is a cross-sectional view of the second contaminants and sediment remover according to the present invention.

도 6은 본 고안에 따른 협잡물 및 침사물제거기의 평면도 제2도이다.6 is a plan view 2 of the contaminants and sediment remover according to the present invention.

상기 스프링식 스크린장치(14)는 본체(1)의 상부 내주면의 웨어(4)를 대체하여 본체(1) 상부측에 설치하고, 그 하부에 외부 수집부(8)를 구성하며, 외부 수집부(8)의 하부에서부터 본체(1) 외부로 통하는 협잡물 배출관(11)과, 본체(1) 외부의 협잡물 배출관(11)에 밸브(13)를 구성한다.The spring-type screen device 14 is installed on the upper side of the main body 1 to replace the weir 4 of the upper inner circumferential surface of the main body 1, and to form an outer collecting portion 8 at the lower portion thereof, and an outer collecting portion. The valve 13 is comprised in the contaminant discharge pipe 11 which communicates with the exterior of the main body 1 from the lower part of (8), and the contaminant discharge pipe 11 outside the main body 1. As shown in FIG.

즉, 다층셀(6)을 거친 하수가 최상부층 셀의 외부로 상류하여 스프링식 스크린장치(14)를 통과한 후 외부로 유출되는데, 일부 잔여 협잡물은 미세한 스프링식 스크린장치(14)에 의해 걸러지고, 이 협잡물은 밸브(13)를 개방하여 외부 수집부(9)와 배출관(11)을 통하여 배출된다.That is, the sewage having passed through the multi-layer cell 6 flows upstream of the uppermost layer cell, passes through the spring-type screen device 14, and then flows out to the outside, and some residual impurities are filtered out by the fine spring-type screen device 14. This contaminant is discharged through the external collector 9 and the discharge pipe 11 by opening the valve 13.

상기 본체(1), 유입수로(3), 다층셀(6) 상단에는 에어벤트(16)(17)(18)를 각각 설치하여 수위의 변화에 따른 공기 흐름을 원활히 한다.Air vents 16, 17 and 18 are respectively installed on the main body 1, the inflow channel 3, and the upper part of the multi-layer cell 6 to smooth the air flow according to the change of the water level.

이와 같이, 원통형 본체(1) 내에 구성한 본체(1) 주위 벽면을 따라 단면적이 점차 넓어지며 아래를 향하는 나선형 유입수로(3)와, 상하가 개방되고 아랫부분의 직경이 크며 직경이 각각 다른 다수개의 원추형 셀을 하부에서부터 직경이 가장 작은 셀부터 그 크기 순서대로 다층으로 구성된 다층셀(6)에 의해 단일 기계 내에서 협잡물과 침사물이 제거됨은 물론, 처리수 유출을 위하여 본체(1)에 구성된 웨어(14)를 "협잡물 및 침사물 종함처리기의 스프링식 스크린장치"(14)로 대체하여 구성함으로써, 보다 확실하게 협잡물을 제거할 수 있다.In this way, the spiral inlet passage 3 gradually widens along the wall surface around the main body 1 constituted in the cylindrical main body 1, and the upper and lower sides thereof, the diameter of the lower part is large, and the diameter is different, respectively. The conical cell is formed of the main body 1 for the removal of contaminants and sediment in a single machine as well as the removal of contaminants and sediment in a single machine by the multi-layer cell 6 having a plurality of layers from the smallest diameter from the bottom. By replacing 14 with " spring-type screen device for contaminant and sediment closure treatment machine "

도 1은 종래의 협잡물 및 침사물 종합처리기의 정면도1 is a front view of a conventional contaminant and sediment synthesis processor

도 2는 종래의 협잡물 및 침사물 종합처리기의 단면도Figure 2 is a cross-sectional view of the conventional contaminants and sediment synthesis processor

도 3은 본 고안에 따른 협잡물 및 침사물 종합처리기의 단면도 제1도Figure 3 is a cross-sectional view of the complex and sediment integrated processor according to the present invention

도 4는 본 고안에 따른 협잡물 및 침사물 종합처리기의 평면도 제1도Figure 4 is a plan view of the complex and sediment integrated processor according to the present invention

도 5는 본 고안에 따른 협잡물 및 침사물 종합처리기의 단면도 제2도Figure 5 is a cross-sectional view 2 of the complex and sediment integrated processor according to the present invention

도 6은 본 고안에 따른 협잡물 및 침사물 종합처리기의 평면도 제2도Figure 6 is a plan view of the complex and sediment synthesis processor 2 according to the present invention

도 7은 본 고안에 따른 협잡물 및 침사물 종합처리기의 작동상태도 제2도Figure 7 is a second view of the operating state of the complex and sediment treatment system according to the present invention

*도면의 주요부분에 대한 부호의 설명* Explanation of symbols for main parts of the drawings

1 : 본체{Body}1: Body {Body}

2 : 유입관{Inlet Pipe}2: Inlet Pipe

3 : 유입수로{Trough}3: Influent Channel {Trough}

4 : 침사배출관{Removing Pipe of Grit}4: Removing Pipe of Grit}

5 : 밸브{Valve}5: Valve {Valve}

6 : 다층셀{Multiple Cell}6: Multiple Cells

7 : 안내깃{Guide Trough}7: Guide feather {Guide Trough}

8 : 내부 수집부{Inside Waste Collecting Device}8: Inside Waste Collecting Device

7 : 외부 수집부{Outside Waste Collecting Device}7: External Waste Collecting Device

9, 10 : 협잡물 배출관{Outlet Pipe of Waste}9, 10: Outlet Pipe of Waste}

11, 12 : 밸브{Valve}11, 12: Valve {Valve}

13 : 웨어{Weir}, 또는 스프링식 스크린장치{Spring Type Screen Device}13: wear {Weir} or spring type screen device {Spring Type Screen Device}

14 : 유출관{Outlet Pipe of Treated Water}14: Outlet Pipe of Treated Water

15, 16, 17 : 에어벤트{Air-vent}15, 16, 17: Air-vent

Claims (2)

하수에 포함된 협잡물 및 침사물을 제거하는 협잡물 및 침사물 종합처리기에 있어서, 본체(1), 유입수로(3), 다층셀(6), 내부 수집부(8), 외부 수집부(9),웨어(14) 등으로 구성되며, 본체(1)는 원통형으로서 하부에 경사지게 좁아지도록 형성되며 모아지는 침사수집부를 구비하고, 유입수로(3)는 유입하수의 유속을 점차 줄여 침사의 침강을 유도하기 위하여, 본체(1) 주위 벽면을 따라 단면적이 점차 넓어지며 아래를 향하는 나선형으로 구성되고, 다층셀(6)은 하수가 상류함에 따라 협잡물을 한 곳으로 모으기 위하여, 상하가 개방되고 아랫부분의 직경이 크며 직경이 각각 다른 다수개의 원추형 셀을 하부에서부터 직경이 가장 작은 셀부터 그 크기 순서대로 다층으로 구성하며, 그 외주면은 유입수로(3)와 일정 공간을 유지하여 구성되고, 안내깃(7)은 다층셀(6)의 하부층 셀에서 그 상부층으로 협잡물을 포함한 하수의 흐름을 유도하기 위하여 각 셀의 상단 개방부에 원통형으로 상하부가 개방된 구조로 부착되고, 내부 수집부(8)는 수집된 협잡물을 배출하기 위하여 다층셀(6)의 최상부층의 내부에 구성되고, 외부 수집부(9)는 처리수 내 포함된 일부 잔여 협잡물을 제거하기 위하여 다층셀(6)의 최상부층의 상부 외면에 설치하고, 웨어(14)는 처리수를 유출하기 위하여, 본체(1) 상부 내주면에 설치한 것을 특징으로 하는 협잡물 및 침사물 종합처리기In the complex and sediment synthesis processor for removing the impurities and sediments contained in the sewage, the main body (1), the inflow channel (3), the multi-layer cell (6), the internal collector (8), the external collector (9) , The wearer 14 and the like, the main body 1 is a cylindrical shape formed to narrow inclined to the lower portion and has a sedimentary collecting portion is collected, the influent passage 3 gradually reduces the flow rate of the influent sewage to induce sedimentation of sedimentation To this end, the cross-sectional area is gradually widened along the wall around the main body 1 and consists of a spiral facing downward, and the multi-layer cell 6 is opened up and down in order to collect the contaminants into one place as the sewage is upstream. A plurality of conical cells of large diameter and different diameters are configured in a multi-layered order from the smallest cell to the smallest in diameter, and the outer circumferential surface thereof is formed by maintaining a constant space with the inflow channel 3, and a guide feather 7 ) Is a multilayer cell (6) In order to induce the flow of sewage including contaminants from the lower layer cell to the upper layer, the upper and lower portions of each cell are cylindrically attached to the upper opening, and the inner collection part 8 is a multi-layer cell to discharge the collected contaminants. It is configured inside the uppermost layer of (6), and the outer collector 9 is installed on the upper outer surface of the uppermost layer of the multilayer cell 6 to remove some residual contaminants contained in the treated water, and the wear 14 In order to flow out the treated water, the aggregates and sediments integrated processor, characterized in that installed on the upper inner peripheral surface of the main body (1) 상기 제 1항에 있어서, 웨어(14)를 "협잡물 및 침사물 종합처리기의 스프링식 스크린장치(실용신안 등록 제20-0435988호)"(14)로 대체하여 구성한 것을 특징으로 하는 협잡물 및 침사물 종합처리기The method according to claim 1, wherein the weirs 14 are replaced with "spring-type screen device (utility model registration No. 20-0435988)" 14 of the complex and sediment aggregate processor (14). Integrated Processor
KR1020070112908A 2007-11-07 2007-11-07 Hellix Flow, Multiple Cell Type Waste and Grit Remover KR100832549B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR1020070112908A KR100832549B1 (en) 2007-11-07 2007-11-07 Hellix Flow, Multiple Cell Type Waste and Grit Remover

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR1020070112908A KR100832549B1 (en) 2007-11-07 2007-11-07 Hellix Flow, Multiple Cell Type Waste and Grit Remover

Publications (2)

Publication Number Publication Date
KR20070114680A true KR20070114680A (en) 2007-12-04
KR100832549B1 KR100832549B1 (en) 2008-05-26

Family

ID=39141370

Family Applications (1)

Application Number Title Priority Date Filing Date
KR1020070112908A KR100832549B1 (en) 2007-11-07 2007-11-07 Hellix Flow, Multiple Cell Type Waste and Grit Remover

Country Status (1)

Country Link
KR (1) KR100832549B1 (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101358629B1 (en) * 2012-04-03 2014-02-05 인천대학교 산학협력단 Cyclone settling apparatus
KR101455768B1 (en) * 2013-06-07 2014-11-03 주식회사 에스비씨글로벌 Spiral Type Precipitation Tank for treating rain-water(STPT)
CN109024856A (en) * 2018-08-28 2018-12-18 河海大学 A kind of rainwater Vatch basin
CN109208741A (en) * 2018-08-28 2019-01-15 河海大学 A kind of hydraulic vortex storm-water tanks
CN109208746A (en) * 2018-08-28 2019-01-15 河海大学 A kind of integral type rainwater Vatch basin

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20000003586U (en) * 1998-07-27 2000-02-25 김진식 Wastewater Treatment System Using Dynasands
KR20020041691A (en) * 2000-11-28 2002-06-03 홍성욱 Cyclone sludge separator and electrolytic water treatment system having the same
JP4081368B2 (en) 2002-12-24 2008-04-23 株式会社アサヒビールエンジニアリング Separation device
KR200344574Y1 (en) 2003-12-04 2004-03-12 임종순 Round shape grit deposition apparatus
KR200435988Y1 (en) 2007-01-02 2007-04-02 정명호 Spring Type Screen Device of Waste and Grit Remover

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101358629B1 (en) * 2012-04-03 2014-02-05 인천대학교 산학협력단 Cyclone settling apparatus
KR101455768B1 (en) * 2013-06-07 2014-11-03 주식회사 에스비씨글로벌 Spiral Type Precipitation Tank for treating rain-water(STPT)
CN109024856A (en) * 2018-08-28 2018-12-18 河海大学 A kind of rainwater Vatch basin
CN109208741A (en) * 2018-08-28 2019-01-15 河海大学 A kind of hydraulic vortex storm-water tanks
CN109208746A (en) * 2018-08-28 2019-01-15 河海大学 A kind of integral type rainwater Vatch basin
CN109024856B (en) * 2018-08-28 2021-03-19 河海大学 Rainwater catch basin

Also Published As

Publication number Publication date
KR100832549B1 (en) 2008-05-26

Similar Documents

Publication Publication Date Title
KR101373302B1 (en) Apparatus for solidliquid separation
KR100800559B1 (en) First flush stormwater treatment apparatus including cartridge screw type screen
KR101070989B1 (en) Storm-water treatment device with quadruple water path
KR101483316B1 (en) Sand Sedimentation separation apparatus
US9908067B2 (en) Floatables and scum removal apparatus for a waste water treatment system
KR101004047B1 (en) Vortex type treatment apparatus for early rainwater with a screen
US20150183660A1 (en) Apparatus and method for removal of floatables and scum in a waste water treatment system
KR100877700B1 (en) First flush stormwater treatment apparatus
KR100649180B1 (en) The sewer overflows disposal plant using inclined plates sedimentation
KR20100020867A (en) Apparatus for removal of nonpoint source pollutant using slope filter
US20050263448A1 (en) Systems for the removal of solids from fluids and methods of using the same
CN106554100A (en) Oily sewage disposal equipment and its processing method
EP2889068A1 (en) Method and apparatus for using air scouring of a screen in a water treatment facility
KR100832549B1 (en) Hellix Flow, Multiple Cell Type Waste and Grit Remover
KR100751534B1 (en) First flush stormwater treatment apparatus with sediment and filtration
KR100955098B1 (en) Treatment apparatus for phosphorus removal from rain water
KR20130022716A (en) Apparatus for removing non-point source pollution from rainwater
KR101479462B1 (en) Apparatus of reducing non-point source contaminants
RU2712581C1 (en) Degassing device for anaerobic cleaning device
KR200424846Y1 (en) the sewer overflows disposal plant using inclined plates sedimentation
KR100931522B1 (en) Apparatus for decreasing contaminant
US20150182887A1 (en) Method and apparatus for using backwash to clean a bar rack in a waste water treatment system
KR101009050B1 (en) Device for screening wastes in water
KR101038684B1 (en) Multi-pipe sedimentation apparatus
KR100457657B1 (en) Device for enriching and underlying of sludge

Legal Events

Date Code Title Description
A201 Request for examination
A302 Request for accelerated examination
E902 Notification of reason for refusal
E701 Decision to grant or registration of patent right
GRNT Written decision to grant
FPAY Annual fee payment

Payment date: 20130515

Year of fee payment: 6

FPAY Annual fee payment

Payment date: 20140515

Year of fee payment: 7

FPAY Annual fee payment

Payment date: 20150515

Year of fee payment: 8

FPAY Annual fee payment

Payment date: 20160517

Year of fee payment: 9

FPAY Annual fee payment

Payment date: 20170417

Year of fee payment: 10

FPAY Annual fee payment

Payment date: 20180410

Year of fee payment: 11