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KR20080031772A - Sedimentation tank for water treatment - Google Patents

Sedimentation tank for water treatment Download PDF

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Publication number
KR20080031772A
KR20080031772A KR1020070050054A KR20070050054A KR20080031772A KR 20080031772 A KR20080031772 A KR 20080031772A KR 1020070050054 A KR1020070050054 A KR 1020070050054A KR 20070050054 A KR20070050054 A KR 20070050054A KR 20080031772 A KR20080031772 A KR 20080031772A
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sludge
main body
water
sedimentation tank
water treatment
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KR100874477B1 (en
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정세영
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정세영
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    • BPERFORMING OPERATIONS; TRANSPORTING
    • B01PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01DSEPARATION
    • B01D21/00Separation of suspended solid particles from liquids by sedimentation
    • B01D21/0012Settling tanks making use of filters, e.g. by floating layers of particulate material
    • 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
    • B01D21/24Feed or discharge mechanisms for settling tanks
    • B01D21/2444Discharge mechanisms for the classified liquid
    • 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
    • C02F1/52Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B01PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01DSEPARATION
    • B01D2101/00Types of filters having loose filtering material
    • B01D2101/04Sand or gravel filters
    • 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
    • C02F2001/007Processes including a sedimentation step
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2201/00Apparatus for treatment of water, waste water or sewage
    • C02F2201/002Construction details of the apparatus

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  • Chemical & Material Sciences (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Hydrology & Water Resources (AREA)
  • Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Water Supply & Treatment (AREA)
  • Organic Chemistry (AREA)
  • Filtration Of Liquid (AREA)

Abstract

본 발명은 약품과 혼합된 오폐수를 슬러지와 정화된 물로 분리하는 수처리 설비에 사용되는 침전조에 관한 것으로, 보다 상세하게는 침전조의 하부에 오폐수가 공급되고, 슬러지가 상부로 부유하는 것을 방지하는 부유방지판이 설치되며, 상부에 샌드필터가 장착된 구조를 가짐으로써, 슬러지가 하부로 침전되는 작용이 증대되고 상부로 부유되는 슬러지는 샌드필터에 의해 최종적으로 걸러짐으로써 오폐수의 정화능력이 향상된 수처리용 침전조에 관한 것이다.The present invention relates to a sedimentation tank used in a water treatment facility for separating wastewater mixed with chemicals into sludge and purified water, and more particularly, a flotation prevention plate for supplying wastewater to a lower portion of the sedimentation tank and preventing sludge from floating upward. It is installed, having a structure equipped with a sand filter on the upper side, the action to increase the sludge sediment to the bottom, and the sludge suspended to the upper is finally filtered by the sand filter, the sedimentation tank for water treatment improved the purification capacity of waste water It is about.

본 발명에 따르면, 본체와; 본체의 상단 외측 둘레에 설치되고 정화수배출관이 설치되어, 본체의 상단을 넘어 흐르는 정화수를 담는 정화수조; 본체의 하단에 경사지게 설치되고, 슬러지배출관이 설치된 슬러지집진호퍼; 본체의 중심에 수직으로 설치되고, 하단부가 본체의 하부에 위치되게 설치된 오폐수유입관; 본체의 상부에 설치된 샌드필터;를 포함하여 구성된 수처리용 침전조가 제공된다.According to the invention, the main body; Purification water tank is installed around the upper outside of the main body and the purification water discharge pipe is installed, containing the purified water flowing over the upper end of the main body; Sludge dust collection hopper installed inclined at the bottom of the main body, the sludge discharge pipe is installed; A wastewater inflow pipe installed perpendicular to the center of the main body and installed at a lower end of the main body; There is provided a sedimentation tank for water treatment, including a sand filter installed on an upper portion of the main body.

Description

수처리용 침전조{A settling tank for a sewage disposal}A settling tank for a sewage disposal}

도 1은 본 발명의 전체 종단면도1 is a longitudinal cross-sectional view of the present invention;

도 2는 도 1의 "A-A"부 단면도FIG. 2 is a sectional view taken along the line “A-A” of FIG. 1.

도 3은 샌드필터에 사용되는 스크린캡의 상세도3 is a detailed view of the screen cap used in the sand filter

※ 도면의 주요 부분에 대한 부호의 설명※ Explanation of codes for main parts of drawing

1 : 본체 2 : 정화수배출관1: main body 2: purified water discharge pipe

3 : 정화수조 4 : 슬러지배출관3: septic tank 4: sludge discharge pipe

5 : 슬러지집진호퍼 6 : 오폐수유입관5: sludge dust collection hopper 6: waste water inlet pipe

7 : 샌드필터 8a, 8b, 8c : 부유방지판7: Sand filter 8a, 8b, 8c: floating prevention plate

9 : 슬러지배출수관 10 : 스크린캡9: sludge discharge water pipe 10: screen cap

11 : 하부지지판 12 : 스크린11: lower support plate 12: screen

13 : 모래 14 : 세척관13: sand 14: washing tube

본 발명은 약품과 혼합된 오폐수를 슬러지와 정화된 물로 분리하는 수처리 설비에 사용되는 침전조에 관한 것으로, 보다 상세하게는 침전조의 하부에 오폐수가 공급되고, 슬러지가 상부로 부유하는 것을 방지하는 부유방지판이 설치되며, 상부에 샌드필터가 장착된 구조를 가짐으로써, 슬러지가 하부로 침전되는 작용이 증대되고 상부로 부유되는 슬러지는 샌드필터에 의해 최종적으로 걸러짐으로써 오폐수의 정화능력이 향상된 수처리용 침전조에 관한 것이다.The present invention relates to a sedimentation tank used in a water treatment facility for separating wastewater mixed with chemicals into sludge and purified water, and more particularly, a flotation prevention plate for supplying wastewater to a lower portion of the sedimentation tank and preventing sludge from floating upward. It is installed, having a structure equipped with a sand filter on the upper side, the action to increase the sludge sediment to the bottom, and the sludge suspended to the upper is finally filtered by the sand filter, the sedimentation tank for water treatment improved the purification capacity of waste water It is about.

각종 찌꺼기 등이 포함된 오폐수를 정화하여 슬러지와 정화수로 분리하는 수처리 시설에서는 약품을 주입하여 약품 반응조에서 슬러지를 생성시킨 후 침전조에서 슬러지와 정화수를 분리하게 된다.In a water treatment facility that cleans up wastewater containing various wastes and separates it into sludge and purified water, chemicals are injected to generate sludge in the chemical reaction tank, and the sludge and purified water are separated from the sedimentation tank.

즉, 오폐수에 포함된 찌꺼기와 부유성 혼탁물질을 효과적으로 제거하기 위하여 침전조를 두거나, 약품을 처리하여 슬러지의 생성을 촉진하는 약품 처리조 등의 설비를 갖추게 된다.That is, a sedimentation tank is provided to effectively remove debris and suspended turbid substances contained in the waste water, or a chemical treatment tank for treating sludge to promote the production of sludge.

약품이 혼합된 오폐수나 약품처리가 없는 오폐수 등은 반드시 침전조를 거쳐 슬러지와 정화수로 분리되는데, 이와 같은 침전조에서는 슬러지를 중력에 의해 침전시키고, 상부의 정화된 맑은 물을 각각 배출토록 하는 구조이다.Waste water mixed with chemicals or waste water without chemical treatment must be separated into sludge and purified water through a sedimentation tank. In such a sedimentation tank, sludge is settled by gravity and the purified water is discharged from the top.

침전조의 실시 구조를 보면, 원통상의 본체를 기본으로 가지고, 소용돌이(월풀)를 일으켜 맑은 물과 슬러지로 분리하기 위하여 모터의 축에 설치된 프로펠러가 상기 본체의 내부에 설치된 구조를 가진다. 이와 같은 구조는 프로펠러를 천천히 회전시켜 슬러지를 본체의 내측벽면으로 모이게 하고 이를 하부로 낙하시켜 분리하는 구조이다. 그러나 모터를 구동시키는 전원이 필요하고, 일정 시간에 일정량의 오폐수를 처리하기 위하여는 대용량의 침전조가 필요하였다.In the implementation structure of the settling tank, the propeller installed on the shaft of the motor has a structure installed inside the main body so as to have a cylindrical main body as a basis, and to separate the water into sludge by creating a whirlpool. Such a structure is to slowly rotate the propeller to collect the sludge to the inner wall surface of the body and to drop it to the bottom to separate. However, a power source for driving a motor is required, and a large capacity sedimentation tank is needed to treat a certain amount of wastewater at a predetermined time.

그리고 슬러지를 중력에 의해 자연스럽게 침전시키는 구조가 개발되어 있는데, 이는 침전조 본체를 경사지게 하여 슬러지가 바닥 경사면을 따라 하부로 분리되도록 하는 구조이다. 그러나 슬러지의 침전을 위하여는 오폐수의 유입 압력을 낮게 하여 슬러지의 부유를 최소화하여야 하므로, 처리 능력이 저하되는 문제가 있다.In addition, a structure that naturally precipitates sludge by gravity has been developed, which inclines the sedimentation tank body so that the sludge is separated downward along the bottom slope. However, in order to settle the sludge, it is necessary to minimize the inflow of the waste water by lowering the inflow pressure of the waste water, and thus there is a problem that the treatment capacity is lowered.

본 발명의 목적은 침전조의 크기를 작게 하더라도 처리 능력을 높일 수 있도록 오폐수의 공급 압력을 높이되, 슬러지가 부유되어 정화된 물에 혼입되는 것을 방지하는 구조의 제공에 있다. 따라서 본 발명은 오폐수가 침전조의 저부에 송급되고, 침전조의 내부에 슬러지 부유방지판이 다수개 설치되며, 상부에 샌드필터가 설치된 구조를 제공함에 구체적인 목적이 있다. An object of the present invention is to provide a structure to increase the supply pressure of the waste water so as to increase the treatment capacity even if the size of the sedimentation tank is small, preventing the sludge from floating in the purified water. Therefore, the present invention has a specific object of providing a structure in which the waste water is supplied to the bottom of the sedimentation tank, a plurality of sludge floating prevention plates are installed in the sedimentation tank, and a sand filter is installed on the upper portion.

본 발명에 의한 수처리용 침전조는 본체(1)와; 본체(1)의 상단 외측 둘레에 설치되고 정화수배출관(2)이 설치되어, 본체(1)의 상단을 넘어 흐르는 정화수를 담는 정화수조(3); 본체(1)의 하단에 경사지게 설치되고, 슬러지배출관(4)이 설치된 슬러지집진호퍼(5); 본체(1)의 중심에 수직으로 설치되고, 하단부가 본체(1)의 하부에 위치되게 설치된 오폐수유입관(6); 본체(1)의 상부에 설치된 샌드필터(7);를 포함하여 구성된다.Precipitation tank for water treatment according to the present invention and the main body (1); A purification water tank 3 installed around the upper end outer side of the main body 1 and provided with a purification water discharge pipe 2 for containing purified water flowing over the upper end of the main body 1; A sludge dust collecting hopper 5 installed at an inclined lower end of the main body 1 and provided with a sludge discharge pipe 4; A wastewater inflow pipe 6 installed vertically at the center of the main body 1 and installed at a lower end of the main body 1; It is configured to include; sand filter (7) provided on the upper portion of the main body (1).

상기의 오폐수유입관(6)의 외측 둘레에는 부유방지판(8a)이 수평으로 설치되거나 외측단부가 하향으로 경지게 설치되고, 본체(1)의 내측면에 부유방지판(8b)이 수평으로 설치되거나 내측단부가 하향으로 경지게 설치되며; 상기 부유방지판(8a)과 부유방지판(8b)은 높이가 서로 어긋나게 설치된다.The outer circumference of the waste water inlet pipe 6 is installed with a floating prevention plate (8a) horizontally or the outer end is inclined downward, and the floating prevention plate (8b) is installed horizontally on the inner side of the main body (1) The inner end is inclined downward; The anti-floating plate 8a and the anti-floating plate 8b are installed to be shifted in height from each other.

상기의 슬러지집진호퍼(5)에는 다수개의 슬러지배출수관(9)이 설치되어, 슬러지집진호퍼(5)의 경사면에 부착된 슬러지를 물을 분사하여 아래로 제거하는 구조를 가진다.The sludge dust collection hopper 5 is provided with a plurality of sludge discharge water pipes 9, and has a structure in which the sludge attached to the inclined surface of the sludge dust collecting hopper 5 is sprayed to remove water.

상기의 샌드필터(7)는 다수개의 스크린캡(10)이 설치된 하부지지판(11)과; 하부지지판(11)의 상부에 일정 간격을 두고 설치된 스크린(12)과; 상기 하부지지판(11)과 스크린(12)의 사이에 충진된 모래(13)와; 상기 모래(13) 속에 설치되어 고압수를 분사하여 스크린캡(10)을 세척하는 세척관(14);으로 구성된다.The sand filter 7 includes a lower support plate 11 provided with a plurality of screen caps 10; A screen 12 installed on the upper portion of the lower support plate 11 at a predetermined interval; Sand 13 filled between the lower support plate 11 and the screen 12; It is installed in the sand 13, the washing tube 14 for washing the screen cap 10 by spraying high pressure water;

상기의 오폐수유입관(6)의 하단부에는 부유방지판(8c)이 외측 단부가 하향경사지게 둥글게 설치된다.At the lower end of the wastewater inflow pipe 6, the floating prevention plate 8c is roundly installed so that the outer end thereof is inclined downward.

이와 같이 구성된 본 발명은 오폐수 그대로 또는 약품 반응조에서 약품과 혼합된 오폐수가 오폐수유입관(6)을 통하여 본체(1)의 하부에 유입된다. 즉, 본 발명은 오폐수가 본체(1)의 하부로부터 채워지게 유입됨에 특징이 있다. 따라서 오폐수에 포함된 슬러지는 오폐수의 유입과 동시에 분리되기 시작하여 슬러지는 하부 슬러지집진호퍼(5)에 낙하되고, 맑은 정화수가 상부로 채워지게 된다.In the present invention configured as described above, the wastewater mixed with the chemicals in the wastewater intact or in the chemical reaction tank is introduced into the lower portion of the main body 1 through the wastewater inflow pipe 6. That is, the present invention is characterized in that waste water is introduced to be filled from the bottom of the main body (1). Therefore, the sludge contained in the waste water starts to be separated at the same time as the inflow of the waste water, the sludge falls to the lower sludge dust collection hopper 5, and the clear purified water is filled to the upper portion.

오폐수유입관(6)의 하단부에는 부유방지판(8c)이 설치되어 있으므로, 오폐수 유입관(6)의 하단부로 토출된 오폐수의 슬러지는 부유방지판(8c)에 의해 바로 상부로 부유하지 않게 되고, 가라앉을 수 있는 시간적인 여유를 가지게 된다.Since the floating prevention plate 8c is installed at the lower end of the wastewater inflow pipe 6, the sludge of the wastewater discharged to the lower end of the wastewater inflow pipe 6 is not immediately floated upward by the floating prevention plate 8c. You will have time to sit down.

이와 같이 오폐수에 포함된 슬러지는 슬러지집진호퍼(5)로 낙하되어 쌓이게 되고, 일부의 슬러지가 제거된 오폐수는 상부로 유동하게 되나, 이에 포함된 슬러지는 다시 오폐수유입관(6)에 설치된 부유방지판(8a)과 본체(1)에 설치된 부유방지판(8b)에 의해 필터링된다.As such, the sludge contained in the waste water drops and accumulates in the sludge dust collection hopper 5, and the waste water from which some sludge has been removed flows upward, but the sludge contained therein is again installed in the wastewater inlet pipe 6. It is filtered by 8a and the floating prevention plate 8b provided in the main body 1. As shown in FIG.

부유방지판(8a)(8b)에는 슬러지가 제거된 물이 자유롭게 상부로 이동할 수 있는 다수개의 구멍이 뚫려져 있는 구조가 적합하다. 그리고 부유방지판(8a)(8b)은 부착된 반대편의 끝단이 하향으로 경사진 구조로 되어 슬러지의 포집이 잘 이루어지도록 되어 있다.The floating prevention plates 8a and 8b are suitable for a structure in which a plurality of holes are drilled so that water from which sludge is removed can move freely upward. And the anti-floating plate (8a) (8b) has a structure in which the opposite end of the attached side is inclined downward to facilitate the collection of sludge.

그리고 부유방지판(8a)(8b)은 각각 설치된 높이의 차이에 의하여 여러번 필터링되는 효과를 가지게 된다. 즉, 도 1에 도시된 바와 같이, 오폐수유입관(6)에 부유방지판(8a)이 경사지게 설치되어 상부로 이동되는 슬러지가 걸러지고, 부유방지판(8a)에 형성된 구멍이나 끝단을 지나 상부로 유동되는 오폐수는 다시 본체(1)의 내측으로 설치된 부유방지판(8b)에 의해 다시 제거된다. 즉, 오폐수는 다단으로 설치된 부유방지판(8a)(8b)에 의해 일정시간 머무르게 되어 슬러지가 침전할 수 있는 시간을 가지게 된다.And the floating prevention plate (8a) (8b) has an effect that is filtered several times by the difference in the height of each installed. That is, as shown in Figure 1, the wastewater inlet pipe (6) is installed inclined to prevent the sludge to be moved to the upper slant plate 8a, the flow through the hole or the end formed in the float plate 8a flows upwards Waste water to be removed is again removed by the floating prevention plate (8b) installed to the inside of the main body (1). In other words, the waste water stays for a predetermined time by the floating preventing plates (8a) (8b) installed in multiple stages to have a time for the sludge to settle.

이와 같이 부유방지판(8a)(8b)은 오폐수를 일정 시간 머무르게 하여 슬러지를 낙하시켜 분리하는 역할을 하고, 부유방지판(8a)(8b)을 지난 오폐수는 샌드필터(7)에 의해 미세하게 필터링된다.Thus, the floating prevention plates 8a and 8b serve to separate the sludge by allowing the wastewater to stay for a predetermined time, and the wastewater passing through the floating prevention plates 8a and 8b is finely filtered by the sand filter 7. .

샌드필터(7)는 스크린캡(10)과 모래(13)로 구성되어, 오폐수의 슬러지를 걸러내게 된다. 즉, 도 3에 도시된 바와 같은 다수개의 스크린캡(10)이 하부지지판(11)에 설치되어 있어, 오폐수에 포함된 슬러지를 거르게 되고, 스크린캡(10)을 통과하는 오폐수는 최종적으로 모래(13)에 의해 슬러지가 완전히 걸러지게 된다.The sand filter 7 is composed of a screen cap 10 and sand 13 to filter the sludge of the waste water. That is, a plurality of screen caps 10 as shown in Figure 3 is installed in the lower support plate 11, to filter the sludge contained in the waste water, the waste water passing through the screen cap 10 is finally sand ( 13) the sludge is completely filtered out.

이와 같이 오폐수는 슬러지가 걸러져 맑은 정화수만이 본체(1)의 상단을 넘어 정화수조(3)로 유동되어, 정화수배출관(2)으로 배출된다.In this way, the waste water is sludge filtered and only clear purified water flows over the upper end of the main body 1 to the purified water tank 3 and is discharged to the purified water discharge pipe 2.

상기의 일련의 과정을 통해 슬러지가 슬러지집진호퍼(5)에 쌓이게 되고, 슬러지집진호퍼(5)의 하부에 설치된 슬러지배출관(4)으로 배출된다. 그리고 슬러지집진호퍼(5)의 경사면에 쌓인 슬러지를 효과적으로 제거하기 위하여 슬러지집진호퍼(5)의 경사면에는 슬러지배출수관(9)이 다수개 설치되어 있다. 따라서 슬러지배출수관(9)으로 고안의 세척수를 송출하면 슬러지가 이탈되어 슬러지배출관(4)으로 제거될 수 있게 된다. 물론 이 때에는 슬러지배출관(4)으로 슬러지를 배출함과 동시에 슬러지배출수관(9)으로 고압의 세척수를 송급함이 바람직하다.Sludge is accumulated in the sludge dust collection hopper 5 through the series of processes described above, and is discharged to the sludge discharge pipe 4 installed at the lower portion of the sludge dust collecting hopper 5. Further, in order to effectively remove sludge accumulated on the inclined surface of the sludge dust collection hopper 5, a plurality of sludge discharge water pipes 9 are provided on the inclined surface of the sludge dust collecting hopper 5. Therefore, when the sludge discharge water pipe (9) to send the wash water of the invention devised sludge is to be removed by the sludge discharge pipe (4). Of course, at this time it is preferable to discharge the sludge to the sludge discharge pipe 4 and at the same time to supply the high pressure washing water to the sludge discharge water pipe (9).

그리고 샌드필터(7)의 스크린캡(10)과 모래(13)는 슬러지에 의해 막힐 수 있으므로 정기적으로 세척을 행할 필요성이 있다. 따라서 본 발명은 모래(13) 속에 다수개의 세척관(14)이 설치되어 있어, 고압의 세척수를 송출하여 막힘을 제거할 수 있는 구조를 가진다.In addition, since the screen cap 10 and the sand 13 of the sand filter 7 may be blocked by sludge, it is necessary to periodically clean the sand. Therefore, the present invention has a structure in which a plurality of washing pipes 14 are installed in the sand 13 to remove the blockage by sending high-pressure washing water.

상기와 같은 본 발명은 종래의 침전조에 비하여 크기가 작으면서 동일한 효율을 달성할 수 있는데, 이는 오폐수유입관(6)으로 오폐수를 대량으로 송급할 수 있기 때문이다. 즉, 종래의 경우는 일정량의 오폐수를 정화하기 위하여 큰 용량의 모터나 프로펠러가 사용되거나, 경사식 침전조를 사용함으로써, 고압으로 오폐수를 침전조로 송급할 수 없었으나, 본 발명은 오폐수의 슬러지가 상부로 부유하는 것을 방지하는 다수의 수단이 구비됨으로써, 고압으로 송출하더라도 슬러지가 상부의 정화수조(3)로 유입되는 경우가 없게 된다.The present invention as described above can achieve the same efficiency while having a smaller size than the conventional sedimentation tank, because it is possible to supply a large amount of wastewater to the wastewater inlet pipe (6). That is, in the conventional case, a large capacity motor or propeller is used to purify a predetermined amount of wastewater, or by using a gradient sedimentation tank, the wastewater cannot be supplied to the sedimentation tank at a high pressure. By providing a plurality of means for preventing the floating in the furnace, even when sent at high pressure, the sludge does not flow into the upper purification tank (3).

이와 같이 본 발명은 오폐수유입관(6)의 토출단부가 본체(1)의 하부측에 위치되어 오폐수가 본체(1)의 하부로부터 토출되고, 다단으로 설치된 부유방지판(8a)(8b)(8c)에 의해 슬러지의 침강이 효율적으로 이루어지고, 최종적으로 샌드필터(7)에 의해 슬러지가 걸러짐으로써, 오폐수가 깨끗하게 정화됨은 물론이고, 고압으로 오폐수를 침전조로 송출하더라도 슬러지가 정화수조(3)로 혼입되는 것이 방지되어 오폐수의 정화 능력이 향상된다.Thus, in the present invention, the discharge end of the waste water inlet pipe 6 is located at the lower side of the main body 1, and the waste water is discharged from the lower part of the main body 1, and the stray prevention plates 8a, 8b and 8c provided in multiple stages are provided. Sedimentation of sludge is efficiently carried out by), and the sludge is finally filtered by the sand filter (7), so that not only the waste water is purified cleanly, but also when the waste water is sent to the settling tank at a high pressure, the sludge is purified water tank (3). It is prevented from mixing into the furnace, which improves the purification capacity of the waste water.

Claims (5)

본체(1)와; 본체(1)의 상단 외측 둘레에 설치되고 정화수배출관(2)이 설치되어, 본체(1)의 상단을 넘어 흐르는 정화수를 담는 정화수조(3); 본체(1)의 하단에 경사지게 설치되고, 슬러지배출관(4)이 설치된 슬러지집진호퍼(5); 본체(1)의 중심에 수직으로 설치되고, 하단부가 본체(1)의 하부에 위치되게 설치된 오폐수유입관(6); 본체(1)의 상부에 설치된 샌드필터(7);를 포함하여 구성됨을 특징으로 하는 수처리용 침전조.A main body 1; A purification water tank 3 installed around the upper end outer side of the main body 1 and provided with a purification water discharge pipe 2 for containing purified water flowing over the upper end of the main body 1; A sludge dust collecting hopper 5 installed at an inclined lower end of the main body 1 and provided with a sludge discharge pipe 4; A wastewater inflow pipe 6 installed vertically at the center of the main body 1 and installed at a lower end of the main body 1; Sand filter (7) installed on the upper portion of the main body; 1, the sedimentation tank for water treatment. 제 1항에 있어서, 오폐수유입관(6)의 외측 둘레에 부유방지판(8a)이 수평으로 설치되거나 외측단부가 하향으로 경지게 설치되고, 본체(1)의 내측면에 부유방지판(8b)이 수평으로 설치되거나 내측단부가 하향으로 경지게 설치되며; 상기 부유방지판(8a)과 부유방지판(8b)은 높이가 서로 어긋나게 설치된 수처리용 침전조.The floating prevention plate 8a is installed horizontally around the outer circumference of the wastewater inflow pipe 6 or the outer end is inclined downward, and the floating prevention plate 8b is provided on the inner side of the main body 1. It is installed horizontally or the inner end is inclined downward; The anti-floating plate (8a) and the anti-floating plate (8b) is a sedimentation tank for water treatment, the height is shifted from each other. 제 1항에 있어서, 슬러지집진호퍼(5)에는 다수개의 슬러지배출수관(9)이 설치되어, 슬러지집진호퍼(5)의 경사면에 부착된 슬러지를 물을 분사하여 아래로 제거하는 수처리용 침전조.The sludge collection hopper (5) is provided with a plurality of sludge discharge water pipes (9), the sedimentation tank for water treatment to remove the sludge attached to the inclined surface of the sludge collection hopper (5) by spraying water down. 제 1항에 있어서, 샌드필터(7)는 다수개의 스크린캡(10)이 설치된 하부지지판(11)과; 하부지지판(11)의 상부에 일정 간격을 두고 설치된 스크린(12)과; 상기 하부지지판(11)과 스크린(12)의 사이에 충진된 모래(13)와; 상기 모래(13) 속에 설치되어 고압수를 분사하여 스크린캡(10)을 세척하는 세척관(14);으로 구성된 수처리용 침전조.The sand filter of claim 1, further comprising: a lower support plate (11) provided with a plurality of screen caps (10); A screen 12 installed on the upper portion of the lower support plate 11 at a predetermined interval; Sand 13 filled between the lower support plate 11 and the screen 12; And a washing tube (14) installed in the sand (13) to spray the high pressure water to wash the screen cap (10). 제 1항에 있어서, 오폐수유입관(6)의 하단부에는 부유방지판(8c)이 외측 단부가 하향경사지게 둥글게 설치된 수처리용 침전조.The sedimentation tank for water treatment according to claim 1, wherein a floating prevention plate (8c) is rounded at an outer end of the wastewater inflow pipe (6) so that its outer end is inclined downward.
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CN108046397A (en) * 2017-12-27 2018-05-18 山东佳星环保科技有限公司 Continuous separated sewage disposal subsider
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CN105688455A (en) * 2014-11-25 2016-06-22 无锡市洗选设备厂 Water cleaning and depositing device for sand water apparatus
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KR100951103B1 (en) * 2009-02-10 2010-04-28 맑은환경산업 주식회사 Sedimentation tank for waste water treatment installation
CN108046397A (en) * 2017-12-27 2018-05-18 山东佳星环保科技有限公司 Continuous separated sewage disposal subsider
CN108046397B (en) * 2017-12-27 2023-06-16 山东佳星环保科技有限公司 Continuous separation sedimentation tank for sewage treatment
CN116511035A (en) * 2023-06-08 2023-08-01 中国长江三峡集团有限公司 Multistage screening device and method for removing organic matters

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