KR200269945Y1

KR200269945Y1 - Flux adjuster of wastewater treatment device

Info

Publication number: KR200269945Y1
Application number: KR2020010038868U
Authority: KR
Inventors: 김재명
Original assignee: 삼안기업 주식회사; 한동준
Priority date: 2001-12-17
Filing date: 2001-12-17
Publication date: 2002-03-27

Abstract

본 고안은 오폐수 처리장치의 유량조절장치에 관한 것으로, 유량조절장치의 드레인실에 침사실로 방출되는 드레인관을 설치하고, 그 드레인관에는 수위조절관을 나사식으로 승강되게 설치하여 그 상단부의 높이에 의하여 드레인실의 수위를 정하고, 그 이상의 오폐수가 유입되면 초과량은 수위조절관의 상단을 범람하여 침사실로 방출되고 나머지 조절된 일정수량 만이 공급구를 통해 정화실에 공급되도록 구성한 것이다.The present invention relates to a flow regulating device of a wastewater treatment apparatus, and installs a drain pipe discharged to the immersion chamber in a drain chamber of the flow regulating device, and the water level control pipe is installed to be elevated by a screw type in the drain pipe. The water level of the drain chamber is determined by the height, and when more waste water is introduced, the excess amount overflows the top of the level control pipe and is discharged into the immersion chamber, and only the remaining fixed amount is supplied to the purification chamber through the supply port.

Description

Flux adjuster of wastewater treatment device

본 고안은 오폐수 처리장치의 유량조절장치에 관한 것으로, 오폐수처리장치의 유량조절실에 유입되는 오폐수의 초과 유입량에 구애없이 항상 일정량의 오폐수를 정화실(혐기성 또는 호기성정화조 등)에 공급하여 정화효율이 안정되도록 하는 유량조절장치를 제공함을 목적으로 한다.The present invention relates to a flow control device of a wastewater treatment device, and always supplies a certain amount of wastewater to a purification chamber (anaerobic or aerobic purification tank, etc.) regardless of the excess amount of wastewater flowing into the flow control chamber of the wastewater treatment device. It is an object of the present invention to provide a flow regulating device to make this stable.

일반적으로 종래의 오폐수처리장치는 침사조에유입된 오폐수를 각종 양수기구로 유량조절실에 퍼올린 다음 유량조절실에서 공급구를 통해 정화실에 공급하여 정화되게 하고 있다.In general, the conventional wastewater treatment apparatus is to discharge the wastewater introduced into the sedimentation tank to the flow rate control chamber with various pumping mechanisms, and then supplied to the purification chamber through the supply port in the flow rate control chamber to be purified.

이때 양수기구로 유량조절실에 퍼올리는 오폐수의 량은 그 양수기구의 성능 차이와 양수관의 규격에 따라 항상 일정하지 못하므로 근자에는 유량조절장치 내부를 격벽으로 구획하여 드레인실과 공급실로 구성하되, 그 드레인실은 격벽의 하단을 통해 공급실과 유통되도록하고, 드레인실에는 외주면에 다수의 통공이 천공되어 있는 내,외관을 끼워 설치하여 내관을 회전시 내,외 통공의 엇갈림에 의해 통공의 크기를 조절하여 유량조절이 되도록 구성한 것(등록실용신안공보 제20-215048호) 이 소개되고 있다.At this time, the amount of waste water pumped into the flow control chamber by the pumping device is not always constant according to the performance difference of the pumping device and the specifications of the pumping pipe. In recent years, the inside of the flow control device is divided into partition walls and constituted with a drain chamber and a supply chamber. The drain chamber is distributed to the supply chamber through the bottom of the partition wall, and the drain chamber is installed by inserting the inner and outer pipes with a plurality of perforations perforated on the outer circumferential surface, thereby adjusting the size of the through holes by interlacing the inner and outer holes. A configuration configured to control the flow rate (Registration Utility Model Publication No. 20-215048) has been introduced.

그러나 이와 같은 종래의 유량조절장치는 사용에 따라 내,외관의 배수통공에 물이끼가 끼면서 그 구멍이 좁아져 조절기능을 상실하게 되고, 따라서 유량조절을 위한 배수량이 감소되는 만큼 정화실에 오폐수 공급량이 늘어나 정화능력을 저하시키는 문제점이 있었다.However, such a conventional flow control device loses its function by narrowing the hole as water moss becomes caught in the drainage through-holes of the inner and outer parts according to its use, and thus, the amount of wastewater supplied to the purification chamber as the amount of water for the flow rate is reduced. There was a problem to decrease the purification ability to increase.

본 고안에서는 이와 같은 종래의 문제점을 해결하기위하여 종래의 유량조절장치의 드레인실에 침사실로 방출되는 드레인관을 설치하고, 그 드레인관에는 수위조절관을 나사식으로 승강되게 설치하여 그 상단부의 높이에 의하여 드레인실의 수위를 정하고, 그 이상의 오폐수가 유입되면 초과량은 수위조절관의 상단을 범람하여 침사실로 방출되고 나머지 조절된 일정수량 만이 공급구를 통해 정화실에 공급되도록 구성한 것이다.In the present invention, in order to solve such a conventional problem, the drain pipe discharged into the needle chamber is installed in the drain chamber of the conventional flow control device, and the water level control pipe is installed to be elevated by the screw type in the drain pipe, The water level of the drain chamber is determined by the height, and when more waste water is introduced, the excess amount overflows the top of the level control pipe and is discharged into the immersion chamber, and only the remaining fixed amount is supplied to the purification chamber through the supply port.

도1은 본 고안의 요부구성을 예시한 분해사시도1 is an exploded perspective view illustrating the main configuration of the present invention;

도2는 본 고안의 측단면도Figure 2 is a side cross-sectional view of the present invention

* 도면의 주요부분에 대한 부호설명* Explanation of symbols on the main parts of the drawings

10 : 드레인실. 11 : 오폐수유입구. 12 : 공급구.10: drain chamber. 11: wastewater inlet. 12: supply port.

20 : 드레인관. 21 : 나사부.20: drain pipe. 21: screw part.

30 : 수위조절관. 31 : 나사부.30: water level control tube. 31: screw part.

이를 첨부된 도면에 의하여 그 구성을 상세히 설명하면 다음과 같다.This configuration will be described in detail with reference to the accompanying drawings.

오폐수정화장치에 유량조절을 위하여 오폐수유입구(11)와 공급구(12)가 구비된 유량조절 드레인실(10)을 구성함에 있어서, 드레인실(10)에는 오폐수가 침사실로 방출되도록 드레인관(20)을 설치하되, 그 드레인관(20)의 상부 나사부(21)에 수위조절관(30) 하부의 나사부(31)를 끼워 수위조절관(30)이 상,하 승강에 의하여 조절되는 수위조절실(10)의 만수위 수면(W) 이상으로 초과유입된 오폐수는 수위조절관(30) 상단으로 범람하여 침사조(100)로 방출되어 유량이 조절되도록 구성한 것을 특징으로 한다.In constructing the flow control drain chamber 10 having the waste water inlet 11 and the supply port 12 for controlling the flow rate of the waste water purification apparatus, the drain chamber 10 includes a drain pipe to discharge the waste water to the immersion chamber. 20) is installed, the screw thread 31 of the lower part of the water level control pipe 30 to the upper threaded portion 21 of the drain pipe 20, the water level control pipe 30 is adjusted by the vertical lift The wastewater overflowed above the full water level (W) of the chamber 10 is flooded to the top of the water level control pipe 30 to be discharged to the immersion tank 100, characterized in that the flow rate is configured to be controlled.

도면중 부호 100은 오폐수정화장치, 101은 침사조, 40은 오폐수유입실, 50은 양수관, 60은 공급수 정량저수실, 61은 제2공급구의 예시이다.In the drawings, reference numeral 100 is a wastewater purification apparatus, 101 is a sedimentation tank, 40 is a wastewater inlet chamber, 50 is a pumping pipe, 60 is a supply water quantitative storage chamber, and 61 is an example of a second supply port.

본 고안 실시에 있어서, 오폐수유입구(11)는 분리벽(11a)의 하위에 설치하여 양수관(50)을 통해 오폐수유입실(40)에 유입되는 유입오폐수의 유입충격이 분리벽(11a)에서 완충되어 드레인실(10)의 수면이 안정되도록 하며, 공급구(12)는 분리벽(12a)의 상부에 상부가 넓고 하부가 좁은 형태로 구비하여 공급수의 유출수량의 조절 및 유출이 용이하게 하거나, 그 다음에 제2공급구(61)를 구비한 공급수 정량저수실(60)을 구비하여 정화실로 오폐수의 정량공급을 더욱 안정화 시킬 수 있다.In the implementation of the present invention, the wastewater inlet 11 is installed below the separating wall 11a so that the inflow impact of the influent wastewater introduced into the wastewater inlet chamber 40 through the pump pipe 50 is separated from the separating wall 11a. It is buffered so that the water surface of the drain chamber 10 is stabilized, and the supply port 12 is provided with a wide upper portion and a narrow lower portion at the upper portion of the separation wall 12a to easily control and outflow of the supply water. Alternatively, the water supply quantitative reservoir 60 having a second supply port 61 may be further provided to further stabilize the quantitative supply of waste water to the purification chamber.

수위조절시에는 손잡이(32)를 잡고 수위조절관(30)을 회동시켜 그 상단이 공급구(12)의 유출 수면(W)과 일치하게 조절하여 그 수면(W) 위로 초과유입된 오폐수가 수위조절관(30)을 범람한 후 드레인관(20)을 통해 침사조(101)로 방출시킴으로서 수위를 조절한다.When adjusting the water level, grab the handle 32 and rotate the water level control pipe 30 so that its upper end is adjusted to match the outflow water surface W of the supply port 12 so that the waste water overflowed above the water surface W water level After flooding the control pipe 30 to discharge the immersion tank 101 through the drain pipe 20 to adjust the water level.

이상과 같은 본고안 유량조절장치는 수위조절관(30)을 회동시키는 간단한 조작으로 그 상단을 공급구(12)의 오폐수 유출 수면(W)과 일치시켜 그 수면위로 초과유입된 오폐수를 수위조절관(30) 상단 내부로 범람하게 한 후 드레인관(20)을 통해 침사조(101)로 방출시켜 수위조절 및 유량조절이 되는 효과가 있고, 침사조(101)로 방출되는 오폐수는 수위조절관(30) 상단에 크게 개방된 내경으로 범람하여 배출되는 것이므로 범람하는 유량과 유속이 크기 때문에 수위조절관(30) 상단에 물이끼가 끼지않아 수위조절상태를 장기간 유지할 수 있고, 따라서 유량조절을 지속적으로 할 수 있는 효과가 있다.The present flow control device as described above is a simple operation to rotate the water level control pipe 30 to match the top of the waste water outflow surface (W) of the supply port 12 to the waste water exceeded the water level control pipe (30) After flooding the inside of the top is discharged to the immersion tank 101 through the drain pipe 20 has the effect of controlling the water level and flow rate, the waste water discharged to the immersion tank 101 is a water level control pipe ( 30) Since it is discharged by flooding with the inner diameter largely open at the top, since the overflowing flow rate and flow rate are large, water moss is not caught at the top of the level control tube 30 so that the level can be maintained for a long time, and thus the flow rate can be continuously maintained. It can be effective.

또다른 효과는 오폐수유입구(11)를 분리벽(11a)의 하위에 설치하므로서 양수관(50)을 통해 오폐수유입실(40)에 유입되는 유입오폐수의 유입충격이 분리벽(11a)에서 완충되어 드레인실(10)의 수면이 안정되는 효과가 있다.Another effect is that the wastewater inlet 11 is installed below the separating wall 11a so that the inflow shock of the influent wastewater flowing into the wastewater inlet chamber 40 through the pumping pipe 50 is buffered in the separating wall 11a. The surface of the drain chamber 10 is stabilized.

Claims

In constructing the flow control drain chamber 10 having the waste water inlet 11 and the supply port 12 for controlling the flow rate of the waste water purification apparatus, the drain chamber 10 includes a drain pipe to discharge the waste water to the immersion chamber. 20, but the waste water, characterized in that the water level control pipe 30 is raised and lowered by inserting the threaded portion 31 of the lower water level control pipe 30 to the upper threaded portion 21 of the drain pipe 20 Flow control device of processing equipment

According to claim 1, the waste water inlet 11 is installed below the separation wall (11a) with the waste water inlet chamber 40 inflow shock of the influent wastewater flowing into the waste water inlet chamber 40 through the pump pipe (50) The flow regulating device of the wastewater treatment device, characterized in that the buffer wall is buffered in the separating wall (11a) to stabilize the water surface of the drain chamber (10).

According to claim 1, The supply port 12 is a flow rate control device of the wastewater treatment apparatus, characterized in that the upper portion is provided in the upper portion of the upper portion of the separation wall 12a in a narrow form