KR20210019247A - bypass pipe type sewage pump station - Google Patents

Abstract

A sewage pump station (100) is configured by having at least a sewage inlet pipe (102) and a sewage discharge pipe (202) and installing a filter (30) filtering floating matters and a normal underwater pump (200). The sewage pump station includes: a screen chamber (10) having a floating matter inlet (12) receiving the floating matters (XX) between the sewage inlet pipe (102) and the sewage pump station (100); a bypass pipe (20) connected to a floor of the screen chamber (10); a first screen (30) installed on an inlet side of the bypass pipe (20); and a second screen net (40) installed at a position in the sewage pump station (100) corresponding to the floating matter inlet (12).

Description

Bypass pipe type sewage pump station}

The present invention relates to a bypass-type sewage pumping station, and in more detail, by installing several screens to facilitate screen maintenance, to reduce noise or prevent damage to the concrete floor by changing the location where sewage flows in, and flow of the submersible pump It relates to a bypass-type sewage pumping station using a bypass pipe that prevents.

Urban life can lead a pleasant life by applying various convenient facilities for public purposes, but one of the problems is that household sewage and industrial wastewater are mass produced due to the influx of population, industrialization, and urbanization. In this case, sewage management is a basic facility of the government or local government and has a close relationship with the lives of the people and citizens. In Korea, during the rainy season or torrential rain, a large amount of rainwater flows into the sewer pipe through the manhole, and floating matter or foreign matter carried in the sewage that floats along with the rainwater as well as household sewage flows into the bottom of the manhole and is deposited, or curved pipes. It is easy to accumulate due to the slow flow rate in the expanded pipe. If the amount of sludge deposited at the bottom of the manhole increases, the sewage pipe is gradually blocked or even flows back, causing the residential area to be flooded during the rainy season, and a large amount of sludge is deposited at the bottom of the manhole. It becomes decayed, and an odor occurs around the manhole.

As Korea's sewage penetration rate increases and the importance of the water quality environment increases, simple sewage treatment plants are being built up to small village units of each local government. The pumping station drains sewage according to the topographic natural slope, but if the natural flow method is difficult depending on the case of excessively inclined terrain, the buried depth of the sewer pipe (generally exceeding 6 to 7 meters) becomes very deep, so natural flow cannot be excluded. Install in difficult cases. Medium and large-sized pumping stations are operated by installing separate glands or screen rooms, but small (village, etc.) relay pumping stations are operated by installing simple screens because it is difficult to install separate screen facilities.

A sewage inlet pipe through which sewage is introduced is installed on the side wall of the sewage pumping station, and a submersible pump for discharging the introduced sewage to the outside is installed inside the sewage pumping station. At this time, the sewage supplied to the inside of the sewage pumping station contains various kinds of impurities such as garbage or foreign substances, and when such impurities are sucked into the submersible pump, the problem that the submersible pump is damaged occurs. In order to prevent this, recently, a method of attaching a porous mesh to the end of the suction pipe to prevent the phenomenon that impurities are sucked into the submersible pump is used, but this is because the impurities block the mesh and the suction pipe of the submersible pump does not function properly. There is a problem that inhalation of water is not performed normally. Therefore, there is a lot of difficulty in maintenance and repair because the mesh must be cleaned periodically and whether the mesh is corroded or damaged or not must be continuously observed.

In particular, since the submersible pump installed in the sewage pumping station is located under the water surface, there is also a disadvantage in that it is very difficult to periodically clean the submersible pump and continuously observe it. To solve this problem, a sewage pumping station with a filtering device has been proposed. 1 is a side view showing the structure of a contaminant filtering device of a general sewage pumping station. A sewage inlet pipe 102 is installed on one side of a rectangular sewage pumping station 100 having a depth of approximately 7 meters or 8 meters to introduce sewage into the sewage pumping station 100. A submersible pump 200 is installed on the floor to pull the temporarily stored wastewater to the top to drain. On the cradle 222, a bucket screen 220 having a mesh structure having an opening is installed to filter out impurities contained in the sewage. Reference numeral 110 denotes an opening for installing the bucket screen 220 formed on the sewage pumping station 100, 202 denotes a sewage discharge pipe, and 224 denotes a wire for lifting the bucket screen 220.

However, since the removal device using the bucket screen 220 of such a conventional structure drops and receives wastewater into the bucket screen 220 through the sewage inlet pipe 102, in the case of a small pump station mainly installed in a location close to a residential area, , There is a problem that causes civil complaints due to the noise, and since the height between the sewage pumping station 100 and the floor is over 4 meters on average, a sound is generated when the wastewater flows in. At this time, the concrete floor is damaged or the pump is directly There is a problem that acts as a cause of pump failure.

In addition, if floating objects such as sanitary napkins, wet tissues, and stockings block the mesh of the bucket screen 220 when sewage flows in, sewage flow is impossible. In the worst case, sewage flows backward and there is a problem of flooding in the upstream area. When cleaning the bucket screen 220, there is difficulty in lifting, and when the wire 224 is sheared, there is a risk of personal accident as well as loss of the bucket screen 220, and the bucket screen 220 is lifted due to the water pressure in the sewage. Or re-installation becomes difficult.

2 is a cross-sectional view showing a schematic structure of another conventional sewage pumping station. At the bottom of the sewage pumping station 100 having an open upper portion, an inlet 150 for entering wastewater and a drain 160 for draining the wastewater are formed, and a screen 300 in the form of a mesh woven with wires between them is formed. It is installed to filter out impurities. Strictly speaking, this is a free-fall type wastewater treatment plant that excludes pumps. Reference numeral 310 denotes an inverter for running the water stream, and 320 denotes a water channel connecting the inlet 150 and the drain 160. Since most of the small pumping stations are close to residential areas, it is difficult to install screens, spinning facilities, and odor prevention facilities, causing frequent complaints. Due to the inflow of sewage with a large drop, the pump, including the valve, is not moved out of position. It is a factor of failure of the pump facility. In addition, there is a problem that piping or valve corrosion occurs due to hydrogen sulfide (H2S), which is an odor factor in the pumping station, which accelerates the replacement time of each component. In addition, when H2S and oxygen (O2) meet, sulfuric acid (H2SO4) is generated, which corrodes various parts. When sewage is introduced, floating objects such as sanitary napkins, wet tissues, and stockings block the sewage inflow passage of the pump, causing frequent maintenance. There is also a problem of lowering.

Accordingly, the present inventors adjust the inflow height of sewage flowing into the sewage pumping station 100 to reduce noise and reduce fall to prevent damage to the concrete floor, and install a bypass pipe that prevents the flow of the submersible pump 200. I want to solve the problem.

The purpose of the bypass type sewage pumping station of the present invention is to solve the above-described problems, that is, the problems of various sewage pumping stations, such as noise generation due to a drop of incoming sewage, damage to the concrete floor, and maintenance due to the flow of the submersible pump, It is to provide a bypass-type sewage pumping station that has an effect such as reducing noise by installing a separate bypass pipe in the sewage inflow.

In a sewage pumping station formed by installing at least a sewage inlet pipe, a sewage discharge pipe, and a filter screen for filtering suspended matters, and a general submersible pump, a screen chamber having a float inlet for receiving a suspended matter between the sewage inlet pipe and the sewage pumping station, and the screen It consists of a bypass pipe connected to the bottom of the room, a first screen installed at the inlet side of the bypass pipe, and a second screen network installed at a location in the sewage pumping station corresponding to the floating material inlet.

In addition, it is preferable that a water curtain plate for protecting a submersible pump is installed at the outlet end of the bypass pipe, and the first screen is manufactured in a shape of a mesh having a rounded and convexly raised shape at the top center, and the bypass pipe The second screen net is one selected from a circular body or a square box shape, and the floating material passage through which the floating material flows into the side where the sewage enters is formed by forming a curved part that is bent from the vertical direction to the horizontal direction. It is formed and is preferably made of stainless steel to prevent rust.

The bypass type sewage pumping station of the present invention has the following effects.

1. In addition to the sewage inlet pipe, a separate bypass pipe (drop shaft type) is installed to buffer the impact caused by a drop, so it is possible to prevent scour in the manhole, relieve water washing, and keep the pump in the correct position.

2. Since the solid-liquid separating primary screen and the secondary screen net that temporarily stores the separated floating matter are used, there is no problem of flooding in the upstream area due to reverse flow of sewage when the screen net is clogged due to the conventional floating material. There is no corrosion of the screen or damage to the screen during lifting and re-installation.

3. As it eases the drop, there is no noise, so it improves the residential environment and prevents damage to parts because strong influent water does not approach the submersible pump, contributing to the reduction of inspection and maintenance costs.

1 is a side view showing the structure of a contaminant filtering device of a general sewage pumping station;
2 is a cross-sectional view showing a schematic structure of a conventional sewage pumping station of another structure,
3 is a side cross-sectional view showing the main structure of the bypass type sewage pumping station of the present invention,
4 is a plan sectional view showing the main structure of the bypass type sewage pumping station of the present invention,
5 is a side cross-sectional view showing a detailed installation structure of a first screen, which is a major component of the bypass type sewage pumping station of the present invention;
6 is a side cross-sectional view showing the installation structure of a second screen, which is a major component of the bypass type sewage pumping station of the present invention;
7 is a plan sectional view showing the installation structure of a second screen, which is a major component of the bypass-type sewage pumping station of the present invention;
8 is a perspective view of an embodiment showing in more detail a second screen network, which is a major component of the bypass type sewage pumping station of the present invention.

3 is a side cross-sectional view showing the main structure of the bypass type sewage pumping station of the present invention, and FIG. 4 is a plan cross-sectional view showing the main structure of the bypass type sewage pumping station of the present invention. A sewage inlet pipe 102 is connected to the sewage pumping station 100 having a rectangular enclosure shape, and a conventional submersible pump 200 having a sewage discharge pipe 202 is installed at the inner bottom thereof. In addition, a mesh-type sieve 30 may be additionally installed on the side of the sewage inlet pipe 102 as needed. The configuration up to this point is mostly adopted by the existing sewage pumping station (100).

In addition to the above configuration, the present invention is provided with a screen chamber 10 to which a sieve element for filtering floating matter is applied between the sewage inlet pipe 102 and the sewage pumping station 100. The screen chamber 10 is not limited in its shape, such as a square or a circle, and a floating material inlet 12 for receiving the floating material XX is formed on the side of the sewage pumping station 100. A bypass pipe 20 is connected to the bottom of the screen chamber 10, and a first screen (horizontal screen) 30 is installed at a side of the inlet of the float of the bypass pipe 20 to filter the float XX first. A second screen net (vertical screen) 40 for secondary filtering the floating material XX is installed at a position corresponding to the floating material inlet 12. At the outlet end of the bypass pipe 20, a water barrier 50 is installed so that the submersible pump 200 is not damaged or displaced by sewage pouring from the bypass pipe 20. In the bypass pipe 20 of the present invention, it is preferable to form a curved portion 22 that is rounded in a curve in a portion that is bent in a horizontal direction from a vertical direction.

5 is a side cross-sectional view showing a detailed installation structure of the first screen 30, which is a major component of the bypass-type sewage pumping station of the present invention, and FIG. 6 is a second screen, which is a major component of the bypass-type sewage pumping station of the present invention. A side cross-sectional view showing the installation structure of the net 40, and FIG. 7 is a plan cross-sectional view showing the installation structure of the second screen net 40, which is a major component of the bypass type sewage pumping station of the present invention. See these drawings. In FIG. 5, a through hole 14 for receiving and installing a bypass pipe 20 is formed at the bottom of the screen chamber 10, and the first screen 30 is formed around the upper portion of the through hole 14. A seating hole 16 for receiving and mounting is formed. The first screen 30 has a circular shape and is installed horizontally with respect to the floor, and the upper portion of the first screen 30 is rounded and convexly raised from the center to the apex.

In FIGS. 6 and 7, a two-stage filtering method is applied to the floating filter screen of the present invention. In the primary filtering of the first screen 30, a solid-liquid separation of the suspended matter and sewage is performed, and the suspended matter separated from the sewage naturally goes straight through the inlet water power and is installed in a vertical direction through the float inlet 12. It enters the net 40 and is loaded. This is a normal loading process of the second screen net 40, and when a large amount of sewage flows in during the rainy season, the second screen net 40 performs secondary filtering work on the floating matter. The second screen net 40 is usually configured in a housing shape, but is not limited to a specific shape, and may be formed in a circular shape corresponding to the shape of a pump station, as well as a mesh type stainless steel material.

8 is a perspective view of an embodiment showing the second screen net 40 in more detail. The second screen net 40 has a rectangular box shape as a whole. This second screen network 40 is composed of three enclosures 42, 44, and 46 and maintains the entire frame by several horizontal and vertical frames 48, but it is always limited to such a shape or number. It is not. In any one of the enclosures 42, 44, and 46, the floating material passes through the floating material so that the floating material XX flows into the second screen net 40 in correspondence to the floating material inlet 12. A sphere 41 is formed. Reference numeral 224 denotes a traction line suspended at the top of the second screen net 40 to lift the second screen net 40 upward to carry out the floating material XX when the second screen net 40 is full. to be.

When the sewage YY flows into the screen chamber 10 through the sewage inlet pipe 102 in the direction of the arrow, as shown in FIG. 3, the bypass type sewage pumping station of the present invention is configured as described above. ) Enters the bypass pipe 20 installed under the screen chamber 10 and enters the sewage pumping station 100. At this time, the sewage (YY) does not fall directly into the sewage pumping station 100 as in the former pumping station structure. This does not cause a dropping noise or a problem that adversely affects the submersible pump 200.

Sewage (YY) flowing into the vicinity of the bottom of the sewage pumping station 100 through the bypass pipe 20 is dispersed by the water curtain plate 50 installed at the end of the bypass pipe 20. That is, the sewage (YY) collides with the water curtain plate 50 and is scattered on both sides, and in the end, it prevents the phenomenon that the sewage (YY) is strongly bumped directly to the submersible pump 200 to protect the submersible pump 200. It works. This is a submersible pump 200 installed and operated in the water, so there is a side effect of saving the replacement cost or maintenance cost caused by frequent failure.

In addition, in the present invention, since the bent portion of the bypass pipe 20 is formed with a rounded curved portion 22, sewage YY falling at a high speed naturally passes through the curved portion 22. The drop noise is extinguished and smoothly flows into the sewage pumping station 100.

Meanwhile, as shown in FIGS. 4 and 5, most of the sewage YY flows into the sewage pumping station 100 through the bypass pipe 20 of the screen chamber 10, and the first screen 30 The float XX filtered by the screen chamber 10 floats in the screen chamber 10, and then, as shown in FIGS. 6 and 7, the sewage pumping station 100 side through the float inlet 12 and the float passage port 41 It is loaded by entering a separate second screen net 40 installed to be traction. When the floating material XX is filled in the second screen net 40, the towing line 224 installed on the upper side of the second screen net 40 is lifted to remove the floating material XX in the second screen net 40. do.

Accordingly, the sewage YY first filters the floating matter XX by microliquid separation from the first screen 30 and falls through the bypass pipe 20. Subsequently, while the sewage YY naturally proceeds straight, it is introduced and loaded into the second screen net 40 through the floating material inlet 12 and the floating material passage port 41. Since the second screen net 40 is in the form of a fine mesh, sewage passes and the floating matter XX is filtered and collected.

In this way, the bypass-type sewage pumping station of the present invention is the first screen 30 on the side where sewage is introduced into the sewage pumping station 100 in order to solve all problems occurring in the structure of the conventional simple sewage pumping station 100 A screen chamber 10 equipped with a screen chamber 10 is installed, and a bypass pipe 20 is installed under the screen chamber 10 to inflow most of the incoming sewage (YY) into the sewage pumping station 100, and in a relatively dry state. By loading the floating material in the second screen net 40 and periodically discharging it, the sewage backflow caused by the screen clogging or the complicated work of re-installing the second screen net 40 is eliminated.

As described above, with reference to the drawings exemplified for the bypass type sewage pumping station of the present invention, the present invention is not limited by the embodiments and/or drawings disclosed in the present specification, and the scope of the technical idea of the present invention It goes without saying that various modifications can be made by those skilled in the art within.

10: screen seal 12: float inlet
14: mounting hole 16: through hole
20: bypass pipe 22: curved portion
30: first screen 40: second screen network
41: float passage 42,44,46: enclosure
48: frame 50: clapboard
100: sewage pumping station 102: sewage inlet pipe
150: inlet 160: drain
200: submersible pump 202: sewage discharge pipe
220: bucket screen 222: holder
224: tow line 300: screen
310: inverter 320: channel
XX: float YY: sewage

Claims (6)

In the sewage pumping station 100, which has at least a sewage inlet pipe 102, a sewage discharge pipe 202, a strainer 30 for filtering floating matter, and a conventional submersible pump 200,
A screen chamber 10 having a floating material inlet 12 for receiving a floating material XX between the sewage inlet pipe 102 and the sewage pumping station 100,
A bypass pipe 20 connected to the bottom of the screen chamber 10,
The first screen 30 installed on the inlet side of the bypass pipe 20,
Bypass type sewage pumping station, characterized in that comprising a second screen network (40) installed at a position in the sewage pumping station (100) corresponding to the floating material inlet (12). The bypass type sewage pumping station according to claim 1, wherein a water barrier plate (50) for protecting the submersible pump (200) is installed at the outlet end of the bypass pipe (20). The bypass type sewage pumping station as set forth in claim 1, wherein the first screen (30) has a shape of a mesh in which the upper center is rounded and convexly raised as a vertex. The bypass type sewage pumping station as set forth in claim 1, wherein the bypass pipe (20) is formed with a curved portion (22) rounded in a curve at a portion bent from a vertical direction to a horizontal direction. The method according to claim 1, wherein the second screen net 40 is any one selected from a circular body or a rectangular box shape, and a floating material passage hole 41 through which the floating material XX flows into the sewage is formed. Bypass type sewage pumping station. The bypass type sewage pumping station according to claim 1 or 5, wherein the second screen net (40) is made of stainless steel.

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