CN210237250U - Efficient bottom mud treatment and pollution discharge control integrated structure - Google Patents
Efficient bottom mud treatment and pollution discharge control integrated structure Download PDFInfo
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- CN210237250U CN210237250U CN201920335467.XU CN201920335467U CN210237250U CN 210237250 U CN210237250 U CN 210237250U CN 201920335467 U CN201920335467 U CN 201920335467U CN 210237250 U CN210237250 U CN 210237250U
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- river course
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- aeration
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- mud
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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
- Y02W10/10—Biological treatment of water, waste water, or sewage
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Abstract
The utility model relates to a municipal administration, environmental protection technical field, and disclose a high-efficient processing bed mud and blowdown control integrated configuration, its characterized in that: including rainwater pipeline and sewage pipe, rainwater pipeline communicates to the river course, and sewage pipe communicates to sewage treatment plant, and rainwater pipeline and sewage pipe all are located the inspection shaft below and are connected through reposition of redundant personnel mechanism, and the river course bottom of rainwater pipeline intercommunication sets up aeration mechanism, and this aeration mechanism connects the aeration source that is located the river course outside, and the sediment that flows into the mud of river course bottom and river course bottom with rainwater pipeline is carried out the aeration to improve river course quality of water, aeration mechanism liftable or/and rotatably set up in the river course bottom. The utility model discloses reduce because the dirty mixed flow of rain and sewage and flow in the sewage volume in river course, carry out the aeration to the mud and the river course bed mud that get into the river course simultaneously, reach the effect of maintaining the river course.
Description
Technical Field
The invention relates to the technical field of municipal administration and environmental protection, in particular to a comprehensive structure for efficiently treating bottom mud and controlling pollution discharge.
Background
At present, Chinese patent literature discloses an initial rainwater flow dividing device in a rainwater inspection well, which is arranged near a downstream pipe orifice of the rainwater inspection well and comprises a vertical fixed baffle, a horizontal fixed baffle, an upright turning plate, a horizontal turning plate, a balance turning plate, a rotating shaft, a rainwater and sewage pipeline connecting pipe and a check valve; the method is characterized in that: a vertical fixed baffle plate lower than the pipe diameter height of the rainwater pipe is fixed on a rainwater pipe bottom orifice near a downstream pipe orifice of the rainwater inspection well, a horizontal fixed baffle plate is installed at one end of the top of the vertical fixed baffle plate, the joint of one end of the horizontal fixed baffle plate and the vertical fixed baffle plate is in seamless connection, and the other end of the horizontal fixed baffle plate is connected with a rotating shaft; the vertical turning plate, the horizontal turning plate and the balance turning plate rotate along with the rotating shaft, and the rotating angle is controlled by the water level change in the rainwater pipeline;
as another example, the chinese patent document discloses a bottom mud aeration apparatus for a composite woody biological floating bed, which is applied under publication No. (CN105000657A), and is powered by a wind-solar hybrid power generation system to drive an electric blower to rotate, so as to aerate the bottom mud through a microporous aeration air distribution pipe arranged in the bottom mud on the surface layer, and at the same time, a layer of woody biological floating bed is arranged in an aeration zone;
above-mentioned two patents, one has realized the rainwater reposition of redundant personnel, and the sediment aeration is carried out to another one, and both do not have the relevance, and in the environment of reality, it is closely relevant that the rain is dirty and discharge the river course, how to guide the drainage to the rain, and in time handle the rain after discharging, is the technological problem of current existence.
SUMMERY OF THE UTILITY MODEL
The invention aims to solve the problem of integration of rain sewage discharge and treatment in the prior art, and provides a comprehensive structure for efficiently treating bottom mud and controlling sewage discharge.
In order to achieve the purpose, the invention adopts the following technical scheme:
the utility model provides a bed mud is handled with blowdown control integrated configuration to high efficiency which characterized in that: including rainwater pipeline and sewage pipe, rainwater pipeline communicates to the river course, and sewage pipe communicates to sewage treatment plant, and rainwater pipeline and sewage pipe all are located the inspection shaft below and are connected through reposition of redundant personnel mechanism, and the river course bottom of rainwater pipeline intercommunication sets up aeration mechanism, and this aeration mechanism connects the aeration source that is located the river course outside, carries out micro-nano aeration with the mud of rainwater pipeline inflow river course bottom and the bed mud of river course bottom to improve river course quality of water.
Preferably, the sewer line be located rainwater pipeline below and both are alternately setting, the sewer line is connected with sewage discharge port, be located sewage discharge port upside and be equipped with rain and sewage isolation weir and full-automatic baffle, the setting of sewage discharge port can be sealed to full-automatic baffle, and then leads rainwater pipeline in the rainy day.
Preferably, the specific structure of the fully automatic baffle is as follows: the baffle plate weight and weight auxiliary rod keep the large baffle plate in an inclined state.
Preferably, the large baffle and the small baffle are fixed on the baffle fixing horn, and the baffle fixing horn is fixed on the side wall of the inspection well
Preferably, a water passing ditch is arranged between the rainwater isolation weirs in the middle of the sewage pipeline.
Preferably, the aeration mechanism is: including burying the stainless steel screen pipe in the river course bottom, seted up the venthole on the lateral wall of stainless steel screen pipe, be provided with the quartz sand of different particle sizes in the stainless steel screen pipe, the outside of stainless steel screen pipe is river course bed mud.
Preferably, the quartz sand with different particle sizes comprises quartz sand with a particle size of 1-2mm and quartz sand with a particle size of 2-4mm, and the quartz sand with a particle size of 1-2mm is positioned at the periphery of the upper part of the quartz sand with a particle size of 2-4 mm.
Preferably, the stainless steel sieve tube comprises a tube body, and a sieve tube cover is detachably arranged on the upper side of the tube body.
Preferably, a plurality of air outlet pipes are radially arranged on the outer side of the stainless steel sieve pipe.
Preferably, the diameters of the openings of the air outlet holes and the air outlet pipes are both 1 mm, and air bubbles or micro-nano bubble water are discharged from the air outlet holes and the air outlet pipes.
Preferably, the aeration mechanism is arranged at the bottom of the river channel in a liftable manner and has the following specific structure: a plurality of stainless steel screen pipes are all installed on a trunk line, and the aeration source is connected to the trunk line, and the one end of this trunk line stretches out the vertical setting in river course bottom and fixes on the lead screw, and then drives trunk line, a plurality of stainless steel screen pipes through motor drive lead screw and make elevating movement.
Compared with the prior art, the invention provides a full-automatic rain and sewage diversion inspection well, which has the following beneficial effects:
1. the invention aerates the sludge flowing into the river channel and the bottom sludge of the river channel, thereby effectively protecting the ecology of the river channel and maintaining the normal state of the river channel.
2. In the actual operation of the invention, the trend of the bubbles is adjusted through the change of the height and thickness proportion of the fine sand, and the bubbles (or micro-nano bubble water) can be basically ensured to be uniformly sprayed out from each air hole of the device, thereby generating better aeration effect on the full section of the bottom mud.
3. The invention adopts micro-nano aeration, greatly improves the content of dissolved oxygen in water, and the sprayed micro-nano bubble water has higher oxygen content and slower attenuation speed, and can better adapt to the aeration requirement in water treatment.
4. The micro-nano aeration technology can quickly and efficiently dissolve ozone into water to form high-concentration micro-nano bubble ozone water, and organic pollutants are decomposed by utilizing the strong oxidation of the ozone. In the water treatment process, the effect of comprehensive treatment can be achieved by combining the disinfection process of the micro-nano ozone bubble water and the oxygenation process of the micro-nano oxygen-enriched bubble water, so that the method can be widely applied to the treatment of industrial, agricultural and domestic water.
5. The aeration mechanism buried at the bottom of the river channel can be lifted, so that the river bottom mud at different levels is aerated, and simultaneously can also be rotated, so that the aeration range is enlarged.
6. In rainy days, the full-automatic baffle blocks the sewage discharge port due to the rising of the water level of the rainwater pipe, so that clean rainwater in the later period is discharged into a river channel from the upper part of the water channel and the upper part of the rain and sewage isolation weir.
7. The invention enters rainwater pipe sewage and initial rainwater entering the rainwater pipe in early stage of rainy days due to rainwater and sewage mixed flow in non-rainy days, and enters a sewage pipe through a sewage discharge port below a full-automatic baffle plate to flow to a sewage treatment plant for treatment.
8. The invention reduces the sewage amount flowing into the river channel due to rain and sewage mixed flow so as to achieve the aim of purifying the river channel.
9. The invention reduces the sewage amount flowing into the sewage treatment plant in rainy days, so that the sewage treatment plant can treat more sewage, and unnecessary capacity loss is reduced.
The parts of the device not involved are the same as or can be implemented using prior art.
Drawings
FIG. 1 is a schematic view of a partial structure according to the present invention;
FIG. 2 is an A-A view of a partial structure proposed by the present invention;
FIG. 3 is a view B-B of a partial structure proposed by the present invention;
FIG. 4 is a C-C view of a partial structure proposed by the present invention;
fig. 5 is a front view of the fully automatic baffle plate with a partial structure according to the present invention.
Fig. 6 is a schematic structural diagram of an aeration mechanism according to the present invention.
FIG. 7 is a schematic view of the stainless steel screen of the present invention.
FIG. 8 is a schematic view of the stainless steel screen of the present invention.
FIG. 9 is a schematic view of the stainless steel screen of the present invention.
FIG. 10 is a schematic view showing the structure of an aeration apparatus according to the present invention.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments.
In the description of the present invention, it is to be understood that the terms "upper", "lower", "front", "rear", "left", "right", "top", "bottom", "inner", "outer", and the like, indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, are merely for convenience in describing the present invention and simplifying the description, and do not indicate or imply that the device or element being referred to must have a particular orientation, be constructed and operated in a particular orientation, and thus, should not be construed as limiting the present invention.
Referring to fig. 1-10, a comprehensive structure for efficiently treating bottom mud and controlling pollution discharge is characterized in that: including rainwater pipeline 2 and sewage pipe 3, rainwater pipeline 2 communicates to the river course, and sewage pipe 3 communicates to sewage treatment plant, and rainwater pipeline 2 all is located 1 below of inspection shaft and is connected through reposition of redundant personnel mechanism with sewage pipe 3, and the river course bottom of rainwater pipeline 2 intercommunication sets up aeration mechanism 15, and this aeration mechanism connects aeration source 16 that is located the river course outside, carries out micro-nano aeration with the mud of rainwater pipeline 2 inflow river course bottom and the bed mud of river course bottom to improve river course quality of water.
The aeration source 16 can be an aerator or an ozone generator, and ozone bubble water can decompose organic pollutants, thereby achieving the effect of comprehensive treatment.
The invention divides the rain and sewage into the sludge flushed into the river channel, and communicates the sludge with the bottom mud of the original river channel to carry out aeration treatment, in order to ensure the effectiveness of aeration, a plurality of air outlet pipes are arranged at the outer side of the aeration mechanism (stainless steel sieve pipe), and the air outlet pipes can effectively transfer gas, thereby avoiding the phenomenon of poor aeration effect caused by sludge accumulation.
When too much sludge rushing into the river channel is accumulated, the aeration mechanism which cannot lift cannot aerate the sediment at different levels, so that the aeration effect is poor.
Meanwhile, the stainless steel sieve tube included in the aeration mechanism 15 can be lifted, specifically, the stainless steel sieve tube is connected to a main pipeline, and the position of the stainless steel sieve tube in the river can be adjusted by manually or mechanically pulling the main pipeline, so that the stainless steel sieve tube can aerate sludge at each level under the condition of excessive sludge accumulation.
Meanwhile, the stainless steel sieve tube included in the aeration mechanism 15 can be rotated, specifically, the stainless steel sieve tube can be connected to a bearing of the main pipeline, and the air outlet pipe is arranged in a tangent mode with the stainless steel sieve tube, so that the direction of air flow is tangent to the stainless steel sieve tube during air outlet, a certain rotating effect is generated, and a better aeration effect is achieved.
Preferably, sewer pipe 3 be located rainwater pipeline 2 below and both are crossing arrangement, sewer pipe 3 is connected with sewage discharge port 4, is located sewage discharge port 4 upside and is equipped with rain and sewage isolation weir 5 and full-automatic baffle 6, and full-automatic baffle 6 can seal sewage discharge port 4 and set up, and then leads rainwater to rainwater pipeline 2 in the rainy day.
Preferably, the specific structure of the fully automatic baffle 6 is as follows: including big baffle 7, little baffle 8, weight auxiliary rod 9, baffle weight 10 and baffle dead lever 11, baffle weight 10 and weight auxiliary rod 9 keep big baffle 7 to be in the tilt state.
The large baffle 7 and the small baffle 8 are fixed on the baffle fixing oxhorn 12, and the baffle fixing oxhorn 12 is fixed on the side wall of the inspection well 1.
A water passing ditch 13 is arranged between the rainwater isolation weirs 5 at the middle part of the sewage pipeline 3.
Preferably, the aeration means 15 is: the river channel sediment filter comprises a stainless steel sieve tube 17 buried at the bottom of a river channel, wherein air outlet holes are formed in the side wall of the stainless steel sieve tube 17, quartz sand with different particle sizes is arranged in the stainless steel sieve tube, and river channel sediment 18 is arranged on the outer side of the stainless steel sieve tube.
The diameters of the air outlet holes and the pipe orifices of the air outlet pipes are both 1 mm, and air bubbles or micro-nano bubble water are discharged from the air outlet holes and the air outlet pipes.
Preferably, the quartz sand with different particle sizes comprises quartz sand 19 with a particle size of 1-2mm and quartz sand 20 with a particle size of 2-4mm, and the quartz sand 19 with a particle size of 1-2mm is positioned at the periphery of the upper part of the quartz sand 20 with a particle size of 2-4 mm.
Preferably, the stainless steel sieve tube 17 comprises a tube body, and a sieve tube cover 21 is detachably arranged on the upper side of the tube body.
Preferably, a plurality of air outlet pipes 22 are radially arranged on the outer side of the stainless steel sieve pipe.
The specific structure that aeration mechanism set up in the river course bottom liftable is: a plurality of stainless steel screen pipes are all installed on a trunk line, and the aeration source is connected to the trunk line, and the one end of this trunk line stretches out the vertical setting in river course bottom and fixes on the lead screw, and then drives trunk line, a plurality of stainless steel screen pipes through motor drive lead screw and make elevating movement.
The above description is only for the preferred embodiment of the present invention, but the scope of the present invention is not limited thereto, and any person skilled in the art should be considered to be within the technical scope of the present invention, and the technical solutions and the inventive concepts thereof according to the present invention should be equivalent or changed within the scope of the present invention.
Claims (10)
1. The utility model provides a bed mud is handled with blowdown control integrated configuration to high efficiency which characterized in that: including rainwater pipeline and sewage pipe, rainwater pipeline communicates to the river course, sewage pipe communicates to sewage treatment plant, rainwater pipeline and sewage pipe all are located the inspection shaft below and are connected through reposition of redundant personnel mechanism, the river course bottom of rainwater pipeline intercommunication sets up aeration mechanism, this aeration mechanism connects the aeration source that is located the river course outside, carry out micro-nano aeration with rainwater pipeline inflow river course bottom's mud and the bed mud of river course bottom to improve river course quality of water, aeration mechanism liftable or/and rotatably set up in the river course bottom.
2. The integrated structure for efficiently treating bottom mud and controlling pollution discharge according to claim 1, wherein said aeration mechanism is: including burying the stainless steel screen pipe in the river course bottom, seted up the venthole on the lateral wall of stainless steel screen pipe, be provided with the quartz sand of different particle sizes in the stainless steel screen pipe, the outside of stainless steel screen pipe is river course bed mud.
3. The integrated structure for efficiently treating bottom mud and controlling pollution discharge according to claim 2, wherein the silica sand with different particle sizes comprises silica sand with a particle size of 1-2mm and silica sand with a particle size of 2-4mm, and the silica sand with a particle size of 1-2mm is located at the periphery of the upper part of the silica sand with a particle size of 2-4 mm.
4. The integrated structure for efficiently treating bottom mud and controlling pollution discharge according to claim 2, wherein the stainless steel sieve tube comprises a tube body, a sieve tube cover is detachably arranged on the upper side of the tube body, a plurality of air outlet tubes are radially arranged on the outer side of the stainless steel sieve tube, or the plurality of air outlet tubes are tangent to the stainless steel sieve tube, and the air outlet of each air outlet tube is an inclined opening.
5. The integrated structure for efficiently treating bottom mud and controlling pollution discharge according to claim 1 or 4, wherein the diameters of the openings of the air outlet holes and the air outlet pipe are both 1 mm, and air bubbles or micro-nano bubble water are discharged from the air outlet holes and the air outlet pipe.
6. The integrated structure for efficiently treating bottom mud and controlling pollution discharge as claimed in claim 1 or 2, wherein the specific structure that the aeration mechanism is arranged at the bottom of the river channel in a liftable manner is as follows: a plurality of stainless steel screen pipes are all installed on a trunk line, and the aeration source is connected to the trunk line, and the one end of this trunk line stretches out the vertical setting in river course bottom and fixes on the lead screw, and then drives trunk line, a plurality of stainless steel screen pipes through motor drive lead screw and make elevating movement.
7. The integrated structure for efficiently treating bottom mud and controlling pollution discharge as claimed in claim 1, wherein said sewage conduit is located under the rainwater conduit and is crossed with the rainwater conduit, said sewage conduit is connected to a sewage discharge outlet, and a rain and sewage isolation weir and a full-automatic baffle are located above the sewage discharge outlet, said full-automatic baffle can close the sewage discharge outlet, so as to guide rainwater to the rainwater conduit in rainy days.
8. The integrated structure for efficiently treating bottom mud and controlling pollution discharge according to claim 7, wherein the specific structure of the fully automatic baffle is as follows: the baffle plate weight and weight auxiliary rod keep the large baffle plate in an inclined state.
9. The integrated structure for efficiently treating bottom mud and controlling pollution discharge according to claim 8, wherein the large baffle and the small baffle are fixed on the baffle fixing horn fixed on the side wall of the inspection well.
10. The integrated structure for efficiently treating bottom mud and controlling pollution discharge as claimed in claim 7, wherein a water passing ditch is formed between the rain water isolation weirs at the middle part of the sewage pipeline.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920335467.XU CN210237250U (en) | 2019-03-18 | 2019-03-18 | Efficient bottom mud treatment and pollution discharge control integrated structure |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201920335467.XU CN210237250U (en) | 2019-03-18 | 2019-03-18 | Efficient bottom mud treatment and pollution discharge control integrated structure |
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| CN210237250U true CN210237250U (en) | 2020-04-03 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109928523A (en) * | 2019-03-18 | 2019-06-25 | 浙江朗洲环保科技有限公司 | A kind of efficient process bed mud and blowdown control complex art |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109928523A (en) * | 2019-03-18 | 2019-06-25 | 浙江朗洲环保科技有限公司 | A kind of efficient process bed mud and blowdown control complex art |
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