CN217188046U - Flowing water sedimentation purification and pollution discharge device - Google Patents

Flowing water sedimentation purification and pollution discharge device Download PDF

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CN217188046U
CN217188046U CN202220622035.9U CN202220622035U CN217188046U CN 217188046 U CN217188046 U CN 217188046U CN 202220622035 U CN202220622035 U CN 202220622035U CN 217188046 U CN217188046 U CN 217188046U
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sedimentation tank
tank
water
sedimentation
fixed
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杨长军
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Nanchong Yingyu Aquatic Technology Co ltd
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Nanchong Yingyu Aquatic Technology Co ltd
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    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W10/00—Technologies for wastewater treatment
    • Y02W10/30—Wastewater or sewage treatment systems using renewable energies
    • Y02W10/37—Wastewater or sewage treatment systems using renewable energies using solar energy

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Abstract

本实用新型公开了一种流水沉淀净化排污装置，溢流口低于进水池外侧池壁，与水位线等高，进水池外侧固定有第一沉淀池，第一沉淀池外侧池壁顶端设有第一沉淀池溢流口，第一沉淀池外侧底部固定有第一排污口，第一排污口外侧固定有排污阀，第一沉淀池底部向外侧倾斜，平行于第一沉淀池内侧池壁两端固定有第一导向板，第一导向板底端与第一沉淀池池底留有空隙，第一沉淀池中部池壁两侧固定有第一拦水板，第一拦水板与第一导向板平行，拦水板底部与第一沉淀池池底留有空隙，进水池溢流口高于第一沉淀池溢流口，第一沉淀池溢流口顶端与第一沉淀池水位线等高，第一沉淀池外侧固定有第二沉淀池。本实用新型免去了人工清洗，节省人力物力，而且过滤量大，方便清理污物。

Figure 202220622035

The utility model discloses a sewage precipitation and purification device for flowing water. An overflow port is lower than the outer side wall of the water inlet tank and has the same height as the water level line. A first sedimentation tank is fixed outside the water inlet tank, and the top of the outer side wall of the first sedimentation tank is provided The overflow port of the first sedimentation tank, a first sewage outlet is fixed at the bottom of the outer side of the first sedimentation tank, a sewage valve is fixed on the outer side of the first sewage outlet, and the bottom of the first sedimentation tank is inclined to the outside, parallel to the two sides of the inner tank wall of the first sedimentation tank. A first guide plate is fixed at the end, a gap is left between the bottom end of the first guide plate and the bottom of the first sedimentation tank, and a first water blocking plate is fixed on both sides of the pool wall in the middle of the first sedimentation tank. The guide plate is parallel, there is a gap between the bottom of the water blocking plate and the bottom of the first sedimentation tank, the overflow port of the inlet tank is higher than the overflow port of the first sedimentation tank, the top of the overflow port of the first sedimentation tank and the water level line of the first sedimentation tank, etc. A second sedimentation tank is fixed outside the first sedimentation tank. The utility model avoids manual cleaning, saves manpower and material resources, and has a large filtering capacity, which is convenient for cleaning dirt.

Figure 202220622035

Description

Flowing water sedimentation purification and pollution discharge device
Technical Field
The utility model relates to a sewage purification treatment especially relates to a flowing water deposits purification waste fitting discharging.
Background
The filter and the separation of particles in water can be used in various fields such as sewage treatment, aquaculture and the like, the application is very wide, and higher requirements are provided for a separation method, an effect and a use system.
In the actual process, the excrement, sand, leaves and other particle dirt generated in the water are inconvenient to remove, and if the excrement, sand, leaves and other particle dirt are not removed in time, the harmful substances generated after decomposition directly influence the water environment pollution.
At present, manual or mechanical filtration is adopted for removing most of the pollutants, and although parts of the pollutants can be removed, if the parts cannot be removed in time, part of particulate matters and proteins are dissolved in water to pollute the water. And the used decontamination equipment has complex structure, higher energy consumption and higher production cost. A cobble layer is laid at the bottom of the pool body, a filter screen covers the upper part of the cobble layer, and unfiltered water enters from a water inlet at the upper part of the filter pool through a pipeline, flows through the filter screen and the cobble layer, flows out from a water outlet at the bottom of the pool and enters the water storage pool for later use. The filtering method can filter impurities in water, but the filtering mode has large occupied area and small filtering amount, the filtered impurities can be accumulated in the filtering tank, and a large amount of manpower and material resources are wasted in cleaning.
SUMMERY OF THE UTILITY MODEL
The utility model aims to overcome the defects of the prior art and provide a flowing water sedimentation purification and sewage discharge device with large filtration capacity, good filtration effect, convenience and practicability.
In order to realize the purpose, the technical scheme of the utility model is that: a running water sedimentation purification and sewerage device, comprising: the device comprises a water inlet tank, a water inlet pipe, a first sedimentation tank, a second sedimentation tank, a first guide plate, a second guide plate, a first water retaining plate, a water outlet, a first sewage discharge port, a second sewage discharge port and a second water retaining plate, wherein the overflow port of the water inlet tank, the overflow port of the first sedimentation tank and the outer side wall of the second sedimentation tank are fixed at the bottom of the water inlet tank, the overflow port of the water inlet tank is arranged at the top end of the inner side tank wall of the water inlet tank, the overflow port is lower than the outer side tank wall of the water inlet tank and is as high as the water level line, the first sedimentation tank is fixed at the outer side of the water inlet tank, the overflow port of the first sedimentation tank is arranged at the top end of the outer side tank wall of the first sedimentation tank, the first sewage discharge port is fixed at the outer side of the first sewage discharge port, the bottom of the first sedimentation tank inclines outwards, the first guide plate is fixed at two ends parallel to the inner side tank wall of the first sedimentation tank, and a gap is reserved between the bottom end of the first guide plate and the bottom of the first sedimentation tank, a second sedimentation tank is fixed on the outer side of the first sedimentation tank, first water retaining plates are fixed on two sides of the tank wall in the middle of the first sedimentation tank, the first water retaining plates are parallel to first guide plates, gaps are reserved between the bottoms of the water retaining plates and the bottom of the first sedimentation tank, the overflow port of the water inlet tank is higher than the overflow port of the first sedimentation tank, the top end of the overflow port of the first sedimentation tank is as high as the water level line of the first sedimentation tank, second guide plates are fixed on two ends of the tank wall in the second sedimentation tank in parallel, gaps are reserved between the bottom ends of the second guide plates and the bottom of the second sedimentation tank, second water retaining plates are fixed on two sides of the tank wall in the middle of the second sedimentation tank, the second water retaining plates are parallel to the second guide plates, gaps are reserved between the second water retaining plates and the bottom of the second sedimentation tank, a second drain outlet is fixed on the bottom of the outer side of the second sedimentation tank, a drain valve is fixed on the outer side of the second sedimentation tank, a water outlet is higher than the overflow port of the first sedimentation tank, the water outlet is as high as the water level line of the second sedimentation tank.
The upper part of the water inlet tank is a cylinder, the lower part of the water inlet tank is a conical body, and the first sedimentation tank and the second sedimentation tank are cuboids.
The bottom of the first sedimentation tank and the bottom of the second sedimentation tank are respectively inclined at an angle of 10-45 degrees with the bottom plane.
The distances between the first guide plate and the second guide plate and the inner side tank walls of the first sedimentation tank and the second sedimentation tank are respectively 10-30% of the total length of the tank.
Gaps between the bottom ends of the first guide plate, the first water baffle plate, the second guide plate and the second water baffle plate and the bottom of the pool are 5-30 cm, and the upper ends of the first guide plate, the first water baffle plate, the second guide plate and the second water baffle plate exceed the water level line.
The utility model discloses to need the water that purifies, enter into the intake chamber, reentrant sedimentation tank utilizes the space that the deflector left in the sedimentation tank, guide rivers to the sedimentation tank bottom on the one hand, because the sedimentation tank bottom becomes the inclined plane, utilize rivers impulsive force to dash the drain bottom filth, the rethread drain is discharged, on the other hand, clean water enters into next-level sedimentation tank through sedimentation tank upper portion delivery port, continue to handle, through the clean water of delivery port discharge at last, retrieve and recycle.
Compared with the prior art, the utility model, have following advantage:
1. the utility model discloses be not limited to 2 sedimentation tanks, can establish a plurality of sedimentation tanks, filter one-level ground, filter through depositing layer upon layer, the water purification effect is better.
2. The utility model utilizes the inclined plane at the bottom of the sedimentation tank to flush the bottom dirt to the sewage outlet by utilizing the impulsive force of water, and can open the sewage valve at any time to discharge the sewage according to the sedimentation condition of the bottom dirt; but also can discharge the sewage at the bottom of one sedimentation tank at will according to the requirement.
3. The utility model discloses having removed the manual cleaning from, having used manpower sparingly material resources, the filter capacity is big moreover, conveniently clears up the filth.
Drawings
Fig. 1 is a schematic structural diagram of the present invention.
Detailed Description
As shown in fig. 1, a running water sedimentation purification and sewerage discharging apparatus includes: the water inlet tank 1, the water inlet pipe 2, the first sedimentation tank 3, the second sedimentation tank 4, the first guide plate 5, the second guide plate 6, the first water baffle plate 7, the water outlet 8, the first sewage discharge port 9, the second sewage discharge port 10, the second water baffle plate 11, the overflow port 12 of the water inlet tank, the overflow port 13 of the first sedimentation tank, the outer side wall 14 of the second sedimentation tank, the water inlet pipe 2 is fixed at the bottom of the water inlet tank 1, water to be purified enters the water inlet tank 1 through the water inlet pipe 2, the overflow port 12 of the water inlet tank is arranged at the top end of the inner side tank wall of the water inlet tank 1, the overflow port 12 is lower than the outer side tank wall of the water inlet tank 1 and is as high as the water level 15, the first sedimentation tank 3 is fixed at the outer side of the water inlet tank 1, when the water inlet amount exceeds the water level 15 of the water inlet tank 1, the running water enters the first sedimentation tank 3 through the overflow port 12 of the water inlet tank, the top end of the outer side tank wall of the first sedimentation tank 3 is provided with the overflow port 13 of the first sedimentation tank, a first sewage discharge port 9 is fixed at the bottom of the outer side of the first sedimentation tank 3, a sewage discharge valve is fixed at the outer side of the first sewage discharge port 9, so that sewage at the bottom of the first sedimentation tank 3 can be conveniently discharged, the bottom of the first sedimentation tank 3 inclines towards the outer side, so that the sewage at the bottom of the first sedimentation tank can be conveniently deposited at the first sewage discharge port 9, a first guide plate 5 is fixed at two ends of the tank wall in the first sedimentation tank 3 in parallel, a gap is reserved between the bottom end of the first guide plate 5 and the tank bottom of the first sedimentation tank 3, so that water entering from an overflow port 12 of a water inlet tank can be guided into the tank bottom, and the sewage can be deposited towards the other side of the bottom, a second sedimentation tank 4 is fixed at the outer side of the first sedimentation tank 3, settled clean water enters the second sedimentation tank 4 through an overflow port 13 of the first sedimentation tank 3, first water baffle plates 7 are fixed at two sides of the tank wall in the middle of the first sedimentation tank 3, the first water baffle plates 7 are parallel to the first guide plate 5, a gap is reserved between the bottom of the first sedimentation tank 3 and the tank bottom of the first sedimentation tank 3, the overflow port 12 of the water inlet tank is higher than the overflow port 13 of the first sedimentation tank, the top end of the overflow port 13 of the first sedimentation tank is equal to the water level line 16 of the first sedimentation tank, so that the running water higher than the water level line can conveniently enter the second sedimentation tank 4, the two ends of the tank wall in the second sedimentation tank 4 are parallel fixed with the second guide plate 6, the bottom end of the second guide plate 6 and the tank bottom of the second sedimentation tank 4 are provided with a gap, the two sides of the tank wall in the middle of the second sedimentation tank 4 are fixed with the second water baffle plate 11, the second water baffle plate 11 is parallel with the second guide plate 6, the second water baffle plate 11 and the tank bottom of the second sedimentation tank 4 are provided with a gap, the bottom of the outer side of the second sedimentation tank 4 is fixed with the second sewage discharge port 10, the outer side of the second sewage discharge port 10 is fixed with a sewage discharge valve, the outer side wall 14 of the second sedimentation tank is higher than the overflow port 13 of the first sedimentation tank, the outer side of the second sedimentation tank 4 is provided with an 8, the water outlet 8 and the water level line 17 of the second sedimentation tank, clean water above the water level line is conveniently discharged from the water outlet 8.
The upper part of the water inlet tank 1 is a cylinder, the lower part of the water inlet tank is a conical body, and the first sedimentation tank 3 and the second sedimentation tank 4 are cuboids.
The inclination angles of the bottoms of the first sedimentation tank 3 and the second sedimentation tank 4 with the bottom plane are 10-45 degrees respectively.
The distances between the first guide plate 5 and the second guide plate 6 and the inner side tank walls of the first sedimentation tank 3 and the second sedimentation tank 4 are respectively 10-30% of the total length of the tanks.
Gaps between the bottom ends of the first guide plate 5, the first water baffle plate 7, the second guide plate 6 and the second water baffle plate 11 and the bottom of the pool are 5-30 cm, and the upper ends of the first guide plate, the first water baffle plate, the second guide plate and the second water baffle plate exceed the water level line.

Claims (5)

1.一种流水沉淀净化排污装置，包括：进水池、进水管、第一沉淀池、第二沉淀池、第一导向板、第二导向板、第一拦水板、出水口、第一排污口、第二排污口、第二拦水板，进水池溢流口、第一沉淀池溢流口、第二沉淀池外侧壁，进水池底部固定有进水管，进水池内侧池壁顶端设有进水池溢流口，其特征在于：溢流口低于进水池外侧池壁，与水位线等高，进水池外侧固定有第一沉淀池，第一沉淀池外侧池壁顶端设有第一沉淀池溢流口，第一沉淀池外侧底部固定有第一排污口，第一排污口外侧固定有排污阀，第一沉淀池底部向外侧倾斜，平行于第一沉淀池内侧池壁两端固定有第一导向板，第一导向板底端与第一沉淀池池底留有空隙，第一沉淀池中部池壁两侧固定有第一拦水板，第一拦水板与第一导向板平行，拦水板底部与第一沉淀池池底留有空隙，进水池溢流口高于第一沉淀池溢流口，第一沉淀池溢流口顶端与第一沉淀池水位线等高，第一沉淀池外侧固定有第二沉淀池，平行于第二沉淀池内侧池壁两端固定有第二导向板，第二导向板底端与第二沉淀池池底留有空隙，第二沉淀池中部池壁两侧固定有第二拦水板，第二拦水板与第二导向板平行，第二拦水板与第二沉淀池池底留有空隙，第二沉淀池外侧底部固定有第二排污口，第二排污口外侧固定有排污阀，第二沉淀池外侧壁高于第一沉淀池溢流口，第二沉淀池外侧设有出水口，出水口与第二沉淀池水位线等高。1. A running water sedimentation purification sewage discharge device, comprising: a water inlet tank, a water inlet pipe, a first sedimentation tank, a second sedimentation tank, a first guide plate, a second guide plate, a first water blocking plate, a water outlet, a first sewage discharge outlet, the second sewage outlet, the second water blocking plate, the overflow port of the water inlet tank, the overflow port of the first sedimentation tank, the outer side wall of the second sedimentation tank, the water inlet pipe is fixed at the bottom of the water inlet tank, and the top of the inner side wall of the water inlet tank is provided with a water inlet pipe. The overflow port of the water inlet tank is characterized in that: the overflow port is lower than the outer side wall of the water inlet tank, and has the same height as the water level line, the outer side of the water inlet tank is fixed with a first sedimentation tank, and the top of the outer tank wall of the first sedimentation tank is provided with a first sedimentation tank The overflow port of the tank, the first sewage outlet is fixed at the bottom of the outside of the first sedimentation tank, the sewage valve is fixed on the outside of the first sewage outlet, the bottom of the first sedimentation tank is inclined to the outside, and the two ends of the tank wall are fixed parallel to the inner side of the first sedimentation tank. The first guide plate, the bottom end of the first guide plate and the bottom of the first sedimentation tank have a gap, and the first water blocking plate is fixed on both sides of the tank wall in the middle of the first sedimentation tank, and the first water blocking plate is parallel to the first guide plate , there is a gap between the bottom of the water blocking plate and the bottom of the first sedimentation tank, the overflow port of the inlet tank is higher than the overflow port of the first sedimentation tank, and the top of the overflow port of the first sedimentation tank is at the same height as the water level line of the first sedimentation tank. A second sedimentation tank is fixed on the outside of a sedimentation tank, and a second guide plate is fixed parallel to the two ends of the inner wall of the second sedimentation tank. The bottom end of the second guide plate and the bottom of the second sedimentation tank leave a gap. The second water blocking plate is fixed on both sides of the middle tank wall, the second water blocking plate is parallel to the second guide plate, the second water blocking plate and the bottom of the second sedimentation tank are left with a gap, and the second sedimentation tank is fixed at the bottom of the outer side. Second sewage outlet, a sewage valve is fixed on the outside of the second sewage outlet, the outer side wall of the second sedimentation tank is higher than the overflow port of the first sedimentation tank, the outside of the second sedimentation tank is provided with a water outlet, the water outlet and the water level line of the second sedimentation tank, etc. high. 2.根据权利要求1所述的一种流水沉淀净化排污装置，其特征在于：所述进水池上部为圆柱体、下部为锥形体，第一沉淀池、第二沉淀池为长方体。2 . The flow-water sedimentation purification sewage discharge device according to claim 1 , wherein the upper part of the water inlet tank is a cylinder, the lower part is a cone, and the first sedimentation tank and the second sedimentation tank are rectangular parallelepipeds. 3 . 3.根据权利要求1或2所述的一种流水沉淀净化排污装置，其特征在于：所述第一沉淀池、第二沉淀池底部分别与底平面倾斜角度为10-45度。3 . The flow-water sedimentation purification sewage discharge device according to claim 1 or 2 , wherein the bottom of the first sedimentation tank and the second sedimentation tank are respectively inclined at an angle of 10-45 degrees from the bottom plane. 4 . 4.根据权利要求3所述的一种流水沉淀净化排污装置，其特征在于：所述第一导向板、第二导向板与第一沉淀池、第二沉淀池内侧池壁之间的距离，分别为池总长度的10-30%。4. A kind of running water sedimentation purification sewage discharge device according to claim 3 is characterized in that: the distance between the first guide plate, the second guide plate and the inner wall of the first sedimentation tank and the second sedimentation tank, 10-30% of the total length of the pool, respectively. 5.根据权利要求4所述的一种流水沉淀净化排污装置，其特征在于：所述第一导向板、第一拦水板、第二导向板、第二拦水板底端分别与池底之间的空隙为5-30厘米，上端均超过水位线。5 . A running water sedimentation purification sewage discharge device according to claim 4 , wherein the bottom ends of the first guide plate, the first water retaining plate, the second guiding plate and the second water retaining plate are respectively connected to the bottom of the pool. 6 . The gap between them is 5-30 cm, and the upper ends are all above the water line.
CN202220622035.9U 2022-03-22 2022-03-22 Flowing water sedimentation purification and pollution discharge device Active CN217188046U (en)

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CN202220622035.9U CN217188046U (en) 2022-03-22 2022-03-22 Flowing water sedimentation purification and pollution discharge device

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Application Number Priority Date Filing Date Title
CN202220622035.9U CN217188046U (en) 2022-03-22 2022-03-22 Flowing water sedimentation purification and pollution discharge device

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Date Code Title Description
GR01 Patent grant
GR01 Patent grant
EE01 Entry into force of recordation of patent licensing contract

Assignee: Yingshan County Nongyou Aquatic Breeding and Breeding Professional Cooperative

Assignor: NANCHONG YINGYU AQUATIC TECHNOLOGY Co.,Ltd.

Contract record no.: X2025980027021

Denomination of utility model: A sedimentation purification and waste discharge device

Granted publication date: 20220816

License type: Common License

Record date: 20251013

EE01 Entry into force of recordation of patent licensing contract