CN211987229U

CN211987229U - Novel backflow pool

Info

Publication number: CN211987229U
Application number: CN201922493689.7U
Authority: CN
Inventors: 许忠云
Original assignee: Zhejiang Shengteng Environment Engineering Co ltd
Current assignee: Zhejiang Shengteng Environment Engineering Co ltd
Priority date: 2019-12-31
Filing date: 2019-12-31
Publication date: 2020-11-24
Anticipated expiration: 2029-12-31

Abstract

The utility model provides a novel backflow pool, it includes the backflow pool body, the backflow pool is rectangle, its inside sludge sedimentation district and the clean district of water treatment that is equipped with, sludge sedimentation district sets up in the bottom of cell body, sets up the honeycomb duct connection inlet opening through the cell body center, be equipped with the spiral buffer board in the honeycomb duct, at sludge sedimentation district's top semicircular in shape to set up a plurality of overflow holes on semicircular top, its bottom is equipped with the mud discharging mouth, the utility model discloses simple structure, convenient to use, clean separation impurity's effectual, through the inside water of backward flow, carry out the preliminary treatment with water earlier, let water quality treatment more efficiency through other processing ponds at last to promoted the effect in the pollution pond, not only the effect of sediment, greatly practiced thrift land resource.

Description

Novel backflow pool

Technical Field

The utility model relates to a sewage treatment field especially involves a novel backflow pool.

Background

The sedimentation tank is a common cell body among the water treatment, but common sedimentation tank often only plays the effect of placing the sediment, and general preliminary treatment all need flow into other ponds and handle, and such pond has wasted the land resource greatly to also can not reach fine treatment effect, the processing time is long, the troublesome scheduling problem of clearance.

Disclosure of Invention

The invention mainly solves the problems that how to reduce the volume of the prior sewage treatment tank, improve the treatment efficiency, save land resources, have better water treatment effect and the like, and in order to solve the existing technical problems, the utility model mainly adopts the following technical scheme: the utility model provides a novel backflow pool, it includes the backflow pool body, its characterized in that the backflow pool is rectangle, its inside sludge settling zone and the clean district of water treatment that is equipped with, sludge settling zone sets up in the bottom of cell body, sets up the honeycomb duct connection inlet opening through the cell body center, be equipped with the spiral buffer board in the honeycomb duct, at the top semicircular in shape in sludge settling zone to set up a plurality of overflow holes on semicircular top, its bottom is equipped with the mud discharge mouth.

Preferably, the method comprises the following steps: the clean district setting of water treatment is in the honeycomb duct outside in the backward flow pond, and this clean district of water treatment is from last to being equipped with down in proper order and depositing water district, treatment area, clear water district, water receiving district, the water receiving district receives the water that the overflow of mud sedimentation district comes out through the overflow hole to the back flow that takes the elevator pump through one side with the water backward flow to depositing water and deposit water and handle in the water district, clear water district one side is equipped with the outlet pipe.

Preferably, the method comprises the following steps: the device comprises a treatment area, a sealing ring, a filler, a handle and a door, wherein the treatment area is internally provided with at least one layer of cleaning filler, the filler is obliquely arranged in the treatment area and is fixed through a fixed angle, the outer side of the pool wall of the treatment area is provided with the door for replacing the filler, the door is provided with the handle, and the door is provided with the sealing ring.

The utility model has the advantages that: simple structure, convenient to use, the effectual of clean separation impurity, through the inside water of backward flow, carry out the preliminary treatment with water earlier, let water quality treatment more efficient through other processing ponds at last to promote the effect in pollution pond, not only the effect of sediment has greatly practiced thrift the land resource.

Drawings

Fig. 1 is a schematic structural diagram of the present invention.

The specific implementation mode is as follows:

the invention will now be described in detail with reference to the accompanying drawings, in which: FIG. 1 shows, a novel backflow tank, which includes a backflow tank body 1, and is characterized in that the backflow tank is rectangular, a sludge settling zone 2 and a water treatment cleaning zone 3 are arranged in the backflow tank, the sludge settling zone 2 is arranged at the bottom of the tank body, a flow guide pipe 4 is arranged at the center of the tank body to connect with a water inlet 5, a spiral buffer plate 6 is arranged in the flow guide pipe 4, the top 7 of the sludge settling zone 2 is semicircular, a plurality of overflow holes 8 are arranged on the semicircular top 7, a sludge discharge port 9 is arranged at the bottom of the semicircular top 7, the water treatment cleaning zone 3 is arranged outside the flow guide pipe 4 in the backflow tank, the water treatment cleaning zone 3 is sequentially provided with a water storage zone 10, a treatment zone 11, a clear water zone 12 and a water receiving zone 13 from top to bottom, the water receiving zone 13 receives water overflowing from the sludge settling zone 2 through the overflow holes 8, and returns the water to the water storage zone 10 through a backflow pipe 14 with a lifting pump 15 on one side for water, a water outlet pipe 16 is arranged on one side of the clean water area 12, at least one layer of cleaning filler 17 is arranged in the treatment area 11, the filler 17 is obliquely arranged in the treatment area and is fixed through a fixing angle 18, a gate 19 for replacing the filler is arranged on the outer side of the pool wall of the treatment area 11, a handle 20 is arranged on the gate, and a sealing ring is arranged on the gate.

The utility model discloses work flow: in falling into the sedimentation tank of bottom through the spiral buffer board with water from the honeycomb duct, when the manger plate reached a certain degree, water can overflow to the water receiving district and let the elevator pump send water into the treatment area that sets up to the top and carry out the preliminary treatment, and the water after finishing handling can carry out waiting on next step from the water storage area that flows into the bottom.

The utility model discloses an use a sedimentation tank, this sedimentation tank adopts down to deposit and go up the structure of handling, and the effect that the sedimentation tank was only depositd originally changes into earlier and deposits and preliminary treatment, can carry into the speed of handling water greatly, also can reduce land area, is that land resource obtains more utilization.

Claims

1. The utility model provides a novel backflow pool, it includes the backflow pool body, its characterized in that the backflow pool is rectangle, and its inside sludge settling zone and the clean district of water treatment that is equipped with, sludge settling zone sets up in the bottom of cell body, sets up the honeycomb duct connection inlet opening through the cell body center, be equipped with the spiral buffer board in the honeycomb duct, sludge settling zone's top semicircular in shape to set up a plurality of overflow holes on semicircular top, its bottom is equipped with row mud mouth.

2. The novel backflow pool as claimed in claim 1, wherein the water treatment cleaning area is arranged outside the flow guide pipe in the backflow pool, the water treatment cleaning area is provided with a water storage area, a treatment area, a clear water area and a water receiving area from top to bottom in sequence, the water receiving area receives water overflowing from the sludge settling area through an overflow hole and returns the water to the water storage area for water storage and treatment through a return pipe with a lift pump on one side, and a water outlet pipe is arranged on one side of the clear water area.

3. A novel backflow pool as claimed in claim 2, characterized in that at least one layer of cleaning filler is arranged in the treatment area, the filler is obliquely arranged in the treatment area and fixed through a fixed angle, a gate for replacing the filler is arranged outside the pool wall of the treatment area, a handle is arranged on the gate, and a sealing ring is arranged on the gate.